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HomeMy WebLinkAboutProduct Approval (2) 11/9/2015 Florida Building Code Online i" s BC[S Home ! Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search '.. Busines f 4 Product ApprovalProfessi0Ca1 USER: Public User l.,i.41£ ...'.. Product Approval Menu>Produd or Application Search>Application List>Application Detall v � � 3' FL# FL11969-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (800)432-2204 Irodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ° Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John Henry Kampmann Jr. w Validation Checklist- Hardcopy Received Certificate of Independence FL11969 R3 COI EASTERN METAL SUPPLY INC. C.I. DRWG.15-048.odf Referenced Standard and Year(of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr app dtI.aspx?param=wGEVXQwtDgsxYleb4opODbO5Gfns%2bp5lLUWuf3u9FNOVrxngd2beCg%3d%3d 1/2 11/9/2015 Florida Building Code Online Date Submitted 04/23/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/11/2015 Date Approved 06/22/2015 Summary)of Products FL# Model,Number or Name Description 11969.1 0.030"Thick Galvanized Bertha Corrugated galvanized steel storm panels retained or not by Steel Storm Panels(2.25" Deep)- tracks to provide hurricane protection. HVHZ- Drawing Number 15-048 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11969 R3 II EASTERN METAL SUPPLY INC. DRWG.15- Approved for use outside HVHZ:Yes 048.Ddf Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party: Yes Other: Large Missile. Max. span is 8'-6"for +60, -70 p.s.f. Evaluation Reports ASD for panels mounted per sections number 1 thru 5 and 8. FL11969 R3 AE EASTERN METAL SUPPLY See sheet 4 of installation drawing for other spans and INC. P.E.R. DRWG.15-048.Ddf pressures. Created by Independent Third Party: Yes 11969.2 0.050" Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel - HVHZ- Drawing Number 15- to provide hurricane protection. 049 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11969 R3 II EASTERN METAL SUPPLY INC. DRWG.15- Approved for use outside HVHZ:Yes 049.Ddf Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party: Yes Other: Large Missile. Max. span is 10'-0" for+62, -73.3 Evaluation Reports p.s.f.ASD and for mountings number 2, 6, 7 and 8. See FL11969 R3 AE EASTERN METAL SUPPLY sheet 9 of installation drawing for other spans and pressures. INC. P.E.R. DRWG.15-049.Ddf Created by Independent Third Party: Yes 0 Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement:: Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 4S5,F.S.,please dick here. Product Approval Accepts: ® :heck sccuritti,ci mu am https://www.floridabuilding.org/pr/pr app Ol.aspx?param=wGEVXQwtDgsxYleb4opODbO5Gfnsg/o2bp5lLUWuf3ugFNOVTxngd2beCg°/`3d%3d 2/2 CONCRETE 554 AMCNt7RS HTO cf TN A c°RSD CRETE' LINflo EXIST. ' ON CLCD,P P IAM INTO CON GMWIMUM O tNE I Ile LONG BEDMENT OF111,i 7 3/8 RELY SHALL , 1/2 Hog,�SF7�'0E /BUSED SHPIt-Be� �y� N g t)MINo KMUNI' �L�,�,��O0RS si- l SGR.'BE roUSED v-5£t ANC GOR CHORs��,��C IND�.�p ON so 8L CALX_iN P�'""p 1pt,0ITH jp sriKOO pOiNfS 1/4OL.,'20,mtN NO THE fJtl`iMGBE AS �.�.�,,��F'IN ACCARL�"_ B.2)5/tWy FOBe RtYA�LLS ,,.f,p7/4,0 x 3/ Apo* FOR wAtls BE FOU ON ORpGE 9.Ipt1- E ANCHOR•g ENT OF CCO SHALL BE I MINIMUM -PANELS- 00 , VERIFIED FOR GOMPV^""� g.3)M MBMINIMUMEiIMvIT O 5 vcl OR PR {Rc I tNOTH p ONS AND �ECIfICP` OF ' 78(SHEET SHS 3 BE Two ATI (p.EO.)HAS E MENISo 10 551�1.EDANp 5NN-L MINIMUM THAT pREGAS THE Ma THE RECOMMEN ON SECTIONS HU{7CR TO DOCUMENT ABOVE LL 8E 14 F73C CASE H 10 ALL OF SHOWN WIHERE SWN7pp FRAM ALUATI0N CODE. OF THU RS pER 2p1 RU 75. tO B,4)IN ENO B.2) FOLLOWING DETAILS UGTO"CGK OR WITH THIS PR000 BUS SECTION 5 T14ESEp,L ATaNS SHEETS 9 pER ASC R TO IN B'')AN IN INSTAL-'LION OF THE S'7RCRETE•BL CONTACT tN FLORIDA 1F 5T ON pE BE WTNG NDNE55 Eo TO CtN1 VOLS WN ON OF INE p AS PRION WH FOR IN TED RMS 6 ORE E Y FOLLOWING USED NCA M n0 IN 15. IN SOW}• FD gE SOU CN CONTIN NS CL SNG TION} RMINE 5D 7- 1NDtCA 5 DEME By 0. y iH MCRFA` CHORS RER. ALL NOT Yt1E BEA IN LEND REGULA STORM P�(5th£DI eE O By TI4EUyN CURE RAn wv, LO NG THEM SHEEfS A 33:G {G)AN FAC NORIZON4 SHALL 1p VERIFY ONLY WHICH RE UNND FULL O 2pNiN0 t. THE 20 p5 SwLEOUtREDd,085. PRESS DE$fGN MULnPLYt TED ON _.e�ED. p FOR MANU tPLLEO 3 B 10U SiNU' 5 S pROU qD pN ORMd SfKc` USE IN5 Z 'ffER Ett r ALL IN To WIND LOAEED AS FACTOR KO)DESIGN ULT7MAL(EOApS �TINCS IN01GA piOf O p:t 60 W X625 OF jHE MAY,ALSO 1 HF OF THE COIF l5 SH co,PON R YRACN PLUS ANV pE INF DESIGN A4ND Ot4AL((Y IPRN MUM(A'S CoN01Ti5N VWNOESSURE WEREfAGTOR SECt70N PER 7_PANES Pa^'. FONSB INCH SH�SEAL SH ORA 1) DOCS iOT FOR apEC E µ47t ABOVE PES��.i PR AS TE57fOTION TH RES 5` ALL AN IS D 15 R A TN THE X5. - DkyV p,E.O. A(NIRA E 02-'05• OF 8E'fNE SURE t P ,,,,0o�,17A CAULK �IN THIS RIC AN OF iN FOR E%GE�O,7ERIFY UCEO TO (A.5.D) Opt THIS ANALYSIS" "����00 IH ACCOROpµO# 0616. 0'151 ED 1O� ��,,,,����,CCtOR 15 jOt�SDN 5PEC5 180 'O� SNEER�GY�P.E�O• G LIFE 50T IN ORo BE SR THESE WI ENTS AND ANGUHS p IN TE7E)R HAS BEEN 9VF1�'�0227.07"07 8 ABUILDINGSS PON COt",R;C YANOI�GOMPL RM"ppP E�O_,B,nyt�O;WM FR TION I d� �AIIE D ON GOMPAR GOMKN WAS�' tSTANCE t0220'- NOTED. NAVA NO p SHAL-WHERE pRE7'AaCu�•-'I 0 INSTALtme CON 70 IfFIFY OR L •TARO FATIGUE REPORTS/ ALL �OTttERW15E5�AS PER TIO ON 4 THEE Bull,P� �TMNJ'R150NpICDON�ME�T�ERE THE`�'E N PURI/i AN5�SRONSIBtlItY ICH WIG-"�R TO ORDER TOSfRESS'ASSIN AC TEST N34 OO UN N SEC N ,, ELBy ELOTION i a 'ELCTU ' Np DE'7tAOR' E WN PW( ` MIT µI-R ON of ADfOU- PP AND TAS_03 52,H32°B 30046µLOW&TEMPER CO TED aHC CODE t0.`'TGR PRO SPECIFIC rffi� GEC'LL FOR D114EED HE&, TH�ONS INVALID If ED 0010.,p" OR ONSISIBLE FORLLR SHALL SUB VE RM PANES S p CODEAS-202 HAVE 50 6063, SOON RESISTANT FLORIDA O 001 STRENGTH- (a)THIS A SITE RESPON BE is 6p PRO'JI AT SITE EO INV STOD ENO"1 p"POC.D•ENGM RECORD STORM MENT As.-201 µPANELS SNyEM�OM A�OCIATtON OR OON GUM_y HALL, kSi MINIMUM SEL 71. FOBONF�CTOR TdO N STf Uclo ENj N7LL BE SAI FLORIDA 1 AND FRO �HHGo1NEER jo_t BE THEP LHGINEER of RE WITH PROTOCOL` SHEET MET BE AL 3j6 AN STRENGi}7 8 WITH 35 (b) pRODU�UMENT' UATION ON OCCUM pREPAREDf1 THE ARt?tOELECA.tEO THE _.rt510NN• IN AGCOR ODAMNCPLEy YIHN ALUMINUMSOS SH L 304 OR,TENSIa 5 STEEL' THIS T EVALUATION L BE O.R•) p AS OF P."_ PANEti' NC Y0 2-ALLSUM C70RU STAINLESS STEEL D 90 Nr 'Eors STaNLES THIS pRppUG EO15 SHALL BE F�RE74EW- SIGNATURE N AT 5 WMRG.LABEV N'TH AN Cific Neo OF SEAL AND -NGS 34 N-L SC WISE K i YIELD AHREO'ALJA TO BE DR 55 OTHERWISE No'fRf A;51 304 REGUi7�,R,.O�RpN X00 �OK�� 'ION ((d) BECOME TTHE HE�D iNG'KCIFINEER C Ile ANDORIGINAL Rfi`O 8 f PIPGEpVOOLE L t1O Ry OP 1833,4.BE ASTM A- AS Gµ FOLLOW,''(UNLE By W BUILoo,CONSBy TRU,.FAST INC. RED TY COMPANY THIS V'rTflt SHALL BEAR THE LGCA•YEEBLAB11 SON A' OLIL5 BOLTS TO WALL SHALL DE CRETE UFACTUREO EO A0YEICOAC' AS MANt7FAGTL y. BOLT&5PEC141' a)THI1 pRFpAREO O ER5 LAO LOIN 0 GM7NGSHALL EGo E e ,.�C'n,�w'5 TO CDN AS MANS AS M4t't STLO,CON)BY POWER PAS" pEC'tPOITS SCREW- ( THA ��.n 1FACTURfLOR1n;OA 8U Ep 10 one jon 6"A 15T11'1G POUF ANGHo554� OERTNA UFpcT'1REl1)&Po,cwlp°,,�5 By'AI"L POINTS IS 7 3/4' ..,cR t7MAN"&3 pF THE FL Ly gE �' FyORtaA NUrrio Fpl. (A)TO E f4.0 T( - CK GRIP ANGNO Rs AS 0NELCO p TRI" BUTED FIjJt`'S4 Gp 72. UCTaION 1770.810 .2 SµALL ON gtA'(E h yelocit'/NEL ,ar. ;9 GF 1 �yµaN C _„aS C IN ANDELGO ACpH$OO A 015 Nt7R5 DR Cis 1 314y MENT Iwo 5 1 HIS O RMRS IN THE G COOS {NM STORM FA es/%",�,a 1/*. /4,�I/fAS�ENE 5.0 SOL SEt OE TAPGON�INCH°RS NO TUCCO 1115Y.AN 0BTPJ PE A BOT IN 25MIN�EP Ci � t9 7/4 POWER ALL CONCRETE CO PANE CONCRETE. 5 CON 0.050 f�•ORI050. RT�(2 � PpL`�� �N j5_o BY I x 3/4. POURED G g FOR EL THE' ONG POURED 2 LONG I 0. 5v oR" to 114 INTO O THE NO MylHMUM B AN�IS t LS MOREL 851fiA1L /2w L StU,t1' RCw B�1NTSHALL BE 7 7t OR FL O0 `t�` ``` �, E¢N EM H#'i H y EM 8E BE USED OOR u tU!N1}'(7YUt�i tErA SI BE AS A,t) FOR e CF TAP ANCHORS HALL SCREN`S USED SET A7�]ORS MACHINE 0 E7t1STJNG WASFV�' ^���'�.••r�EN+ 2 8•C 8 SII00 AND fro TN4 NO 5 3/4 ALL PO ED.FWTS70 4WALLS FOULNI{D PANELS, ANCHORAGE x�' N�.44167 �tNO ” A•) SI MUM FOR M Of 1/4'i�LLL 8�,MtHtMUM OR PA 0IND C TE�tNp n„�•,fo' �� STUG At70 C(E PAt 75. CY71RE a.;Y. nyiM>yn. ,-� 11?x p.E• IMUM NT INTOStt7CC0 FJt ECASN COTHE h7A1 p.3)MIH CMBEOM OULO E.PR To RFA OR 47�0�pSpI1GTS. pORAiION. 4r FtOtna MoptIMUM PRE .SGDNENOUGH ABOVE. W ElulE%.(REGU�17074"FAST COR ''f�F, •.\�`.�? A.4)IN CASRS SHµNOTES ANL)&p2) BY I REO BY F1�FA'.'". E)By,'M�,UFAC?URED &SpECtALTY COMPANY '''�•ft ilH4Tiiiihli9 ,+`'°` �,��p AN TED ON OCK WALL; uFAG1 v"" FACN Asp ���CFAFLMATr ASB male'P �REYt,BOT Elf S AS By S AS TO EXISTING'fApCtN•tONCIR ANCHOR FO 554 RSINTS OR(O tAo�4NUF p ON )&tPR,^'_�' gf ALL PG (B) 114*.0 CRETEAP`GR7�PN 4CHOR 01 oR CEL.ON0LIC AS DIST" 1/4-,o SMA$NAO S INC-ol ANAND".EL SET AN GH t1/4 m x F ERS p01NTS 5 OO 8y WE> 3/4 ' t/4 aan•9.,. zam• rd.1,9•(Tout m7H) 9.119•(TOTAL WIDTHI z.n' e�z.m'� I -12000"(ETFEMW*10W) 6.000"(EFFEaw MOrNJ—I �1 ..p r:1 1.500" 1.509' r r Ste• 2i .0 4� ,✓ ,0_1 M7Y s.17J'� 4.47J' .ws'J-1 � tALUMINUM PANEL OA ALUM/NUM HALF PANEL 2'r swfc:,/'-r .+axc:r/"-r• © Q U. HEADER h'HEADER 3Q 3' MU ax. "BU/LD OUT yd'- �:aro•_I- " arY 1 1'�S S 57V0 3;.• tm, tRM I g R �+ry-soo- 4-.090• � .ds- R te0 LOrw>c� � .c.J- - 1�_ J___t_ -_--'tl—�I�1-- � .ar L- .osa T' �--zaoo•—� Jma• �rJe9•--V �1 2.009--1 b REVERSED "T' NGLE TRACK ® F' TRACK ANGLE ® D ANGLE SO 3' ANGLE BUILD OUT BRACKET © -F- TRACK ®�f4' MAX. B. O. © 9du-)s Ar..A09r sous:J/6•-,• sruE:�•-r scuE:ya•-r• 509E:J/E'-,- �:Jia•-* F' TRACK J/,6' 06,7• .)S9• 0)5/17"0 FpIES ' rF 091" 1 AT TOP UTI£ 1 ' .59' %-.S S SaD �./AMIID IO AWlE �•� r� 21C1ID rp AMG!£ - - - w ALrEI h " Icc LaunON p n � LR I (A1 BOTTOM tA\E S I _ a AT 1/II-10x7• ^ .OGJ"-{ ' _.11 --------_ -_______ SCREW TAPC'NS �sam• � do !J� -—- -—- �.aso•ua.oso- 9A M/N/ WALL 1,75'xa532' I 'ter ANGLE WITH STUD J/16 DETAIL 1: swo w/wE usr me 10 2x5(A/AX,k(1/B' �rz Nura RAMP WMG NT ANGLE 17TH STUD rs" Lxaap 11 3116'x7'x/4' LONG WALL PLA TS Wd A3,r scud.y,a•-r' a- R� )n�o•p . .vs• A6r \\ C,� IIL(jp"yAo�� 120 ROUND HOLE AT PANEL 1-Iw.9s 1 ` ..P•, Jp`' $ —(D (OPTION TO /2) 13 KEY HOLE FLORIDA BUILDING CODE (High Velocity Hurricane Zone o a,m s1•a'"` 0.050 BERTHA ALUMINUM STORM PANEL F.R.I. SOME:YID'-P G7 02013 TA7=IC B. OPTION 1 OPTION 2 jJO.4 V (2.25`DEEP) ' of/zyrs QZ KEY HOLE AT PANEL A �IL E C O.Nc. EASTERN METALWEST SUPPLY, INC DATE ''✓ �• j`� C nLUT TESTING!ENGINEERING COMPANY NEST PALM BEACH,Fl..3]107 COMPONENTS n "a.` JJ" (s6r ,ssT 60d1•FAa:(360586.1790 175-049 •1 fL�,.n�, rnw.:(s6Jen-15170.ti:(xuJen-rsrr `'e�•y/ t `�� \.` ER-0006719 DRAWNC Ab r'yT/frl ! \\\\\ WALTER A nujr Jr.P.E. wt1/ra �r - - SHEET fA W IS 611i1f111 FLORRN tic.1 11167 S Nat��3S >�w `��,,�• -ate `� dt u '� ON re � t oN O " �ao9 d o /r/iurrr w, iusx 5 ° 11d�313 jd0ld b40'S t �N1 �Oaaos cfAN 13 z 3gn °°ia°� N011 Nv '13N'!d W�01 y ryN) 34a� °NIU N�5 335) S�ON� t�oIBA yJo�335 n(33 ' 040 . HS `SIN3N0�W e�o1 S ��Vt 133 z m l ti 2 m in m m 4 MO�t� �n L x -" rLC 100N°D S80N�Ny 0 `4�Yt�Nt t5t 30 Vt 133NS S1N3Np��A d(tl 9 cont CONCRETE ANCHORS G'GMNCRElE AML7A0R5 CONCRETE ANCHORS (SEE 5'CH£IX/l� ( wANCHORSmc[ (SEE SCHEOLkC)` 7.125 (SEE scNEanr) 1,� 3 Cont 3 Cont •+�--� .300` ^1.130' � I .5,0. �• — �• __}.138' J .vor. --~—_ uox. 3a I a 6 6 1PC Aw I W PWREV wREWIRED E D I z w I I Cont. ! I I sCNEDU.E FDR Min.SEPARA7781Y _ I SEE SCHOME TO aass. I A.svvmn`N I I SCHEOUX1 M. %PA-AraV ro GaAs [[ff ytn ti W Ii Min S CLASS 7/4'/-20 x J�F• ( W I BOLTS W If I a YOCLASS ( V 123 O.a C O I 718'x 3f32' I +2 -20 x 3!X` NTNG N"O �C L I BOL75 W/7f8 t 2 -EVERY sw i , d?�' 3/R'WING NI?O C O t1'Q C. k 12 D. W I I 9 Cont OR CONCRM si I i p I CYNYCRE7E I 3 CONCRETE LL BLOCK WAW I BLOCK WW W OR CONCRETE OR CONCRUE REMAREO I I REOIRZED I REOU,RED BLOCK WALL W , R IW t.tM• I --SBC' 1.Nr 7.125' -563" $C L 'JJ`''�_��-- Jf4 /-X7 K 5. CONCRETE ANCHORS ( SCY4E'WLEJ a cont (SEE V I � Cont.CONCRETE ANCHORS CONCRUE ANCHOPV'7'� w/'Nur O 12'o:r- NIS`SCHEDULE) 9 Ct. WALL MOUNTING INSTALLATION SEC77ON @ ANCHOR BUILDOUT INSTALLATION BUILD OUT INSTALLATION SECTION 3 SGC£:3/8'_ r SECTION 4 SCALE:5/8'_ t' E 0. EDGE OLSrANCE POOR b I 7f8x J/Rf�iF� EUE ON O ORC st t}) BLOCK WALL Nsn O REORRED � 4 I ;`';L(tl1;4711A1Ii1lL({yN/NNi 1.1255' NOTE FOR COMBRNATNJN OF SECAONS: • r ••.�.A'''y S�.• L\{ (�S� FLORIDA BUILl3tN6 CODE (High Velocity Hurricane Zone 9 cont WALL MOUN7TNC S£cnONS CAN BE C Oto N3 lumo,we O.Oso BERTHA ALUMINUM STORM PANEL fF.L COMBRNEO M ANY WRY 7o$un'ANY mrnAuAnON. �i(}..Ci41 U7 (225'DEEP) DOWN BY. SEcnoN 0 STUD [ ALL RQUAMW INSTALLA]10N 11. ETC o�� �'�"„ `. EASTERN #IETA� SUPPLY, 1NC I'M SECT�+. * SCALE:3/8'-1" '.:.'p •ty Y.^ <m NEST RBADS ORW IO / i ('J TRt[T TES"NG a ENGINEERINO COMPANY NEST PALM 8tACtt f1.,17.{87 '�`,S`7•/• '• _ems r1a x./.xn.se s... —=,w R.p FtILwC set 15-049 NOTE:DETAL OF S FCWN O STUD VAU0 ALSO FOR 1.(7 {,$�`�• Ak.N.:L->1>'.�/N -rmr ( 7-x17�&16I.FM':(587)see-{7E0 i 1.,1,`, WALL VWN7ING&SAUA77ON-SEMON 2(RN°) x'`ftFN H[li 1111111",N•,i WRORDA l7XLff 67 n-Hr W/WH _ _ yNEET i or 15 CALX-W OR ALL Parry=JD-SGT E D. OR ELCO m6�/r.nw. CONCRETE.INI'YHORS E D. COACRETE ANCHORS PANCLWTE OR CF TM�RlP 10 CoM. 1/4'/-20 S S AACI6NE (SEE SCNEDUtE) ISEE SCHt7NLtE E D, (SEE SCHEDULE) CONCRETE ANCHORS (kN.T W/NUT A WASHER -- (SEE I O 12.0..G ( PDUITm CONCRETE I POURED CONCRETE I I I a71 8 rye ITErouIRm ED. m. REDUlRm r-�j I I' r' � POURED I I -I BLOCK WAIL W I CONCRETE W I I I TI lTEOU/RED REWIRED I 4 I 4 Co11t. Cont W Vii• LA iai/e h I SEE FOR I I o 16n.SCHEORG QSGLASS/Cr ! I I _� 111 TO GLASS 1/s'►-20 x J��• � � I coxa I � I I BOLTS W/7/8 � 3r Wwc Nur I SEE SCHEDULE FOR I saHED xe FOR I �s¢SCHEDULE FOR 12'D. r- I yin.SEPARATION I t MTn.SOARAJRW I ua.sEPAruTUN ALrERNaTE I i TD QASS I < TD cuss I W I 10(X455 I a a I a Lm(OCATKW I 7/R•x J/J2' I 1 I EVERY sTUD js"arp'5 w t t 9 O 12"O.G 17/8' J/J2/ I POf/RED 8 cont. I Corr. yf WrNG NUT'a CONCRETE Lav�CRETE I I 12'o.C. I OR covcRErE I OR CONCRETE CsI I.1ss I I RS u BLACK WALL W Cont I REQUIRED � ZA I i'Nn. a n POURED CONCRETE I / POURED CONCRETE r_ REOURED REQUIRED I CONCRETE ANaIOHS� //4'_20 5.S 101CHWE CONCAVE AhVAORS E.D. GCK-W OR ALL PavT SOLID-5£f (SEE sa+GDutE) to r nG Bar w/NUT s WASHER (SLP Sa+EDULE) CONCRGTE ANcrroRs ar Etco a 0 12.O.G (SEE SCHEDULE) E D. ( SCHEDULE)SCr�LE)cF rw-arw BUILD OUT INSTALLATION CEILING & FLOOR MOUNTING CEILING & FLOOR MOUNTINy' WALL MOUNTING INSTALLATION (D. MJ — SECTION 5 scwE:J/6'- 1• INSTALLATION — SECTION 6 INSTALLATION — SECTION 7 — SECTION 8 SCALE:3/8-- T" SCALE:3/8"= 1" SCALE:3/8'= 1' . £.D.-EDGE DISTANCE (SEE SCHEDULE ON SHEETS 10 6: 11 OF/5) `\��1,a�Rl�ih aSrse�B. P........... NOTE FOR coyarNAnoN OF secrmNs ,. .•' T FLORIDA BUILDING CODE (High Velocity Hurricane Zone : L10EiJS<c .�9 WALLIFLOOR/CDUNG MOUN77NG SECTIONS CAN BE _ AA'' qq ozols mTEm,INC. 0.050"BERTHA ALUMINUM STORM PANEL F.RL COMBINED IN ANY WAY TO SUIT ANY INSTALLATION .•• fy0•441 r _- � (2.?S'DEEP) OruWN By. 0J121115 : = 1 L E C O.Nt. EASTERN METAL SUPPLY, INC a>E +266 M a Ra.D: BLL1T TESTING t[NGINEERWG COMPANY NEST PALM a904,R J34J401 F, R�Q p •.•�cV`y,. Cas N.r.gym,. A.xia.a6N c aolz n JJ1a PNOAe(561)5M-6061,FAY:(561)966-4760 15-049 EB-OW 71:Es-ao067r9 ,06.,.. ,. DRAWWCNo ��rAT„CANAL"cNGti... "rtORoi L 44"667 <s O-:1. _ 5NEC7 4 OF 15 CALK-M OR ALL POINT SOUL-5£T OR CALK-IN OR ALL POWr SOLAR-SET OR ELCO moN/lamole PANELM47E OR £LCO—4/TamrN PANEUMTE OR ELOO moN/Nmnl•PANEWATE allS CONC17E7E ANCHORS E R FLCq and j/wmN PANEUNTE PLtls 7 4'I-20�f7EWALK HOLT OR a {9£E SCILEIX/L£J COAVRETE ANCHORS /YF� 1 s•-,iTO sLDElwrx�L.r oa a /r/4 x-20 1RU55FlEM HOLT+ + POURED (�.Sr -z5 /> 'r14•-20 7RU A0 HOLT+ + SEE SCHEOUI.E FOR SPAghG) 7/8'0,3/u' OONCRE REQUIRED 1 tSFE SCHEDULE FOR SPACNLG) \ ur5 - g \j1= YAG N a 12*O.C. N� I POURED CONCRETE i2 o I l + 4 Coat j c li C-L. POURED I POURED m I i T ROGUMED EXSnNG CLASS1 I I W 1 I Iki -1 r i ( SEE SChE'DY.tE fOR �sE£SCHEDULE ftM I 5 1 ro suss i N •ate�s� I Mx.TO GWARAWN S 111 IYO GIA55 N t N h � I 1/4'0-20 x I'S MS. I 11410-20 x r'SSM.S. %7/8'M x 3/32" I W/7/H'•r J/32' I 2 Lr+xc xlm a rY o.C. 1 eWNc NUI a rz a.c. A I 1 I j O ( I 1 718.0 x J1u' I I 1 a Snro*ING BUT° I s 7/8'•x 3/J2' ! o.cPOURED I �_n I wnvc NtR O i 1 .TF I POURED I POURED q OR CONCRETE OR CONCRETE CONCRETE I 0 BLOCK WALL ci I BLOCK WALL o I O CONCRETECart j CONCRETENM.t. �' I I I REoufty 4i ' REOLf/RFO 6. ' REOLBRED —r i 1 ALTER IrLEO ry ( ' �— .875-( CONCRETE ANCHORS! ——— f (-Iff SCHEDULE] I I POURED I ,. EDX.E OF .375' ,J75' Ste£APPLrABLE CYXKWETE ANC7A?4S_..J COACRE7E AVCr`KA45 C.11.. u PrOURED I I (SEE SCHEDULE) (SEE SCHEDULE) CONCRE7E ANCHORS Cont ' (SEESChmxw £D--I WILL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION CEILING do FLOOR MOUNTING SECTION 9 SECTION 10 SECTION 11 INSTALLATION SECTION 12 SCALE:318'= 1" SCALE:318'- i" SCALE:5/8-- 1' SCALE:318'_1" G D. o DISTANCE SCHEDULE ON ���.4�•.......,• JR 7� Y..'G`�SF 4� FLORIDA BUILDING CODE {Nigh Velocity/!U?1COno Zone SHEETS TO 4• LL OF'1sj ''V^' %,,. ++ 'v 02015 nvEW.wc. 0.050 BERTHA ALUMINUM STORM PANEL FRL SIDE WALK DOLTS ARE J/4 iMx3 J2-TWK 7 tttAxN Hy HEAD MACRN£SCZW A;�6 `•,-� EASTERN ♦ T p 225"DEEP)( !�/ NOTE FOR C•OMWARTTLNt OF SECTIONS AS PER NOTES A2 s t[2(SHEET tj "� ` �-M1 _�� EASTERN METAL SUPPLY, INC W-2244/IS WALVFLOOR10EbING MOUNTING S£CnONS CAN BE 7R1SS HEAD BOLTS ARE 1//2'0x1 B7HICK i L E G O �w C. COMBINED IN ANY WAY 70 SW ANY Lt1S7ALU7KIN. HEAD MACtutFF SCREW wJtE71C1� �� � ` MRS4260 WEST t JULY���DRW 734D7 AS PER NOTES A2 k a (SHEET Jj •,f 'r J �%�d` TRLTT 7ESRNG#ENWHEERR(G COMPANY ;( (; •ti`s eam x.r.aeon, sr na 1^R++o c+om,a vra 15-049 EP-0008719 r_rvr PHONL:ts8ij -s88i.FAX.(ss r}sm_4x0 A"PP c rro M�>� WALTER A.DUJT Jr.P.E. a> rLV16ns _ \i\ FLD4fGN Lk../NI87 _ SREE'T 5 dF 15 d d p •... CONCRETE ANCHORS CONCRETE ANCHORS (SEE SSNEDLW (SEE SCHEDULE) EXISTING 1 1/4'WN. l/4x J BRICK WENER I 3 N o NRETEBLN 70 OCK LoCx d 2'TO CONCRETE.� POURED W I I C . CONCRETE I POURED yl REQUIRED I 2 Cone REOUNED I j CpnG p . a n o I I 1 lA I I E.S.l I I GU55 SEE SSEIAPA fN i p SEE SC/IEDUI.E FOR I N I TD CLASS I �, W SEPARATION W TO GLASS I Q I W POURED CONCRREIE 1/4'Ire'ELfA mde I I I 11 I I I I OR CONCR BLOCK ( EDUCE NC). APPLICABLE I I PANELWTE TVAS ANCHORS INTELy I I I I 1 W I atuc 2/7 I n I I W I I I 1/4.10-20 r 1'SSMS I I I W/7/8'0r S/32' N SEE SCHEDULE FOR WING UT O /2'O.C. I I •�� V I Er.SEPARATION I I TD CLASS I `$ I I 1/4'0-20 x 1'SSMS I W I I a W/7/6'W x J/32' / I WING NUT O 13 OAC. a DaSTINC BR/CX SILL r 3/4' I 4 BLoCONCCRCK WALL o PavRm I I [JOLTS W/71810, I e REOULRED W I CONCRETE I 3 /J2 0.C I BLOCK WALL LL I II I W I I I I 1 1/f'MIN. C ENfSRAG I S73' Y� PEN£TRaTaN TO W I CONCRETE ANCHORS TIE BLOCK CONCRE _AS I 1 (SEE SCHEDULE)) — . - I CONCRETE ANCHORS J— 375' Cont. (SEE SCHEDULE) INTERIORLY REMOVABLE PANEL(DW/ C-L CSAPEWALK BOLT L5EF DUN 2) SECTION 14B r� AT I O 6'O.0 4 FASTENED SECTION 14A Ar REAR w/6'0x3/Jr.Nur I . .I o EVERY S/OE%AfX Bar. I 5 I 1 :.I z• 3 1/2' WALL MOUNTING INSTALLATIONS M— EXNSTIND SECTIONS 14 BRACK SCALE:J/6'- I' YEETIER POUOR CONCRETE BLOCK CONCRETE PANUMATELTY,AS ANCHORS INSTALLATIONS F S D JOINTLY WALL REQUIRED (SEE SCHEDULE FOR SPACING). WITH INTERIORLY REMOVABLE BUILD OUT INSTALLATION ;.�'" A�." ��%, � y y EDGE DSTANCE �'`\ /T 4 FLORIDA BUILDING CODE HI h Velocity Hurricane Zone) SECTION 13 ( �", L;1 ,3) ,�?• ���E,ti�s'.,��% 02015 MYSCo•AV. 0.050'BERTHA ALUMINUM STORM PANEL sRL SCALE:J/8'- 1' .a: s (2.25"DEEP) DRAWN eY: NOTE FOR caweiNAnoN OF SECTIONS: c EASTERN METAL SUPPLY, INC a7E: WALL MOUNTING SECTIONS CAN BE �f�(/(yy. �� '� ��O,~c• 4266 WEST RO4DS DRNE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ..'•'�•'�/.'{i1•I,Q nLUT TESTING R ENGINEERING COMPANY WEST PALM BEACH.TL JNO7 /5-049 .p', A :CC' 6J.90 MK Mtt>.Sn.LOS.1 N1 GNUEIR B.V,p PHONE.'(56I)5SJ-6061,FAX:(561).366-4760 • r n ryI� .•�t�.`? r.T66)67EB�7119 DRAW!VG Nv %�,✓� ( CO r Y C` 1+ `V• WALTER A MLfr Jk.P.E su�e,aw ai prj 4�T`%!^p '• y4V�`hti SNEFr RORIDA Ul.j 44167 6 OP 15 E.D. CONCRETE ANCHORS (SEF E D. CONCRETE ANCHORSCONCRETE SCHEDIA JE CONCRETE ANCHORS (SEE SCHEDULE) E D. (SEE SCNEDULE N (SEE sOIEDULE) POURED E.a POURED I I � CONCRETE O POURED CONCRETE Oa I ID \� ' EO.REDURED OERE T r 0p Y 0o I i ry2 I i h2 —©ConL I I —Cont. I I 3 I I —O4 Cart I I 4 Coat. I ^ I I ^ J EE ULE FOR in.WAR41IONI 1 SEE SCHEDUE FOR I I SEE SCHEDULE fM TO GLASS 1 L Min.SEPARAMN I I �i Min.SEPARAnON 1 w TO CLASS I 1 7D GLASS W � w�� j 1 I I 70Guns I N —Ax I I x 2 I a I w I W I I I 7/8'r x J/J2-.i I MNG NUT O 11 I a EVERY STUD I wine rItt/xT oJ2- O t2"a C. I IEVERY STUD I 1 B I I WTNC NUT 0 32- O 72.0.C. I 2 I I 1 ont. L I I �mro 7/8'r x 3/32" C MNG NUT O I O 12"O.C. D a I9 L I Cont i I u 2 a a I STUD C—L ALTERNATE LEG SLAB OF I LDcanoN RE CONCRETE i I t• E I ,1 ___ C-t. EDGE OF I ALTERNATE LEG CONCRETE ANCHORS E D. EDGE OF IF I I I t- 1F �LOC4T N/ I (SEE SL7iLDULE) REQUIRED IAPOURED CONCRETE I I" APPLMafCE I I I I --- u POURED CONCRETE ANCHORS CONCREJE ANCTXMS (SEE SCHEDULE) E.D. R£OUIRED (SEE SCHEDULE)Jr ED,_{ RfTER/ORI.Y REMOVABLE PANEL(2)W1- lu CONCRETE PWRED CalptEiE ANCHORS'l u SECTION 15A SECTION 15B WDENULx Bars DETAIL 2) CONCRETE (SEE SCHEDULE J Top REQUIREDs/9'/ CEILING dF FLOOR MOUNTING INSTALLAT/QHS N AT 7 O 6 ILC h fAS7E1.1 SECTION 1 SECTION 168 wTTR,DRLY RLMDUAaE PaNEiQp W/ AT REAR W EVERY SIDE MNG COLT SECTIONS 1$ O EVERY SIDEWALK BOLT. SIDEWALK BATS OETAL 2) cDTr >n IG 11 s/a'r SCALE:3/8"_ t• CEILING & FLOOR MOUNTING INSTALLATIONS HO ES AT i O 6"ILC FASTENED AT RFAR W 7/.!, /32"MNC NUT SECTIONS 16 O EVERY SVE*ALK BOLT. .1875" r/r_20x1'Ss S6IEWAUP ears 1 1 �"�I N/3/I-SLATTED IEAe,FG2"O�1 SCALE J/e• i" Y 6'O- 1 W1 1 ISI'II6LE O 6'. ►//I�'-Xl NJT AT REAR. w T J112" RDMOWME INSTALLATIONS VALID FOR PANELS n USED JOINTLY a G PArILL WITH INTERIORLY REMOVABLE PANELS n R \\\\\I11uiii a _ _ PATER - I "w�.• " •.��j �✓✓F FLORIDA BUILDING CODE (Nigh Velocity Hu one Zone I u1Cf/yLS 02613 m7Eco,orr. 0.050 BERTHA ALUMINUM STORM PANEL FF.L E a - EDGE WRICE �l F :_ 2.25"DEEP o"m or I (SEE SCHEDULE ON D 4 .1875" I SHEET 10 S I7 OF . O Oa2.1 E1 3 EASTERN METAL SUPPLY, INCLC ' VLa 'O Nc f14 r66 -. 42aKST Ra4W DAVE 050" NOTE FOR LOMRINAnON OF SEC77ONS: .n W TILLIT TESTING!ENGINEERING COMPANY NE5T I"6E401.!L JHO7 DETAIL 2 — INSTALLATION OF 1 4 orf' fJ6''i`""°"` 91 JQS'�" 'n''110t PT1owE•(sbl s.zr-bb6i,Fxr:(36I)SBR-4780 15-049 FLOOR/COUNC MOUNTING SECTIONS CAN BE y�"✓J nr• i'f��F` �Q•`w '� EO-0006719 L pn-rvr �� ) SIDEWALK BOLTS O REMOVABLE PANEL COMBINED IN ANY WAY TO SUIT ANY INSTALLA77ON r✓/7G/l ^ w '\\��w WALTER A TJUR✓r.P-E. _ f] f(ry t •� �\h\� fLMAi[ic./44i6] SHEET 7 OF 13 I' 111j 4Mox. CAP 1 � 1/4-Max. GAP SECTION B—B SCALE: 1/8'- I' 1 148/6, 14A/6, 15,168/7 15,16A/7 (WHOLE) (WHOA) BUT NOTCHED 1/4"-20x1'S.S. EA CORNER® SIDEWALK BOLTS. BOTTOM AS SEE DETAILS 2/7, SHOWN. 2/15. (WHOLE) FM B � � B ji I _ INTERIORLY REMOVABLE PANEL QW/ 0 0 SIDEWALK BOLTS(SEE DETAILS o 2/7, 2/14) CONNECTED TO©THRU 5/8"0 HOLES AT()0 6'OC& �i FASTENED AT REAR W/7/8103/32" - -— - -- ----- - - - WING NUT O EVERY SIDEWALK BOLT. 2" ORO OR 148/6, 14A/6, 15,168/7 *1/6. J' CONCRETE ANCHORS(SEE SCHEDULE) 3" Max. Max. 1 Min. 1 Min, INTERIORLY REMOVABLE STORM PANEL PARTIAL ELEVATION Y SCALE: 1/8">: 1' EN '• %, FLORIDA BUILDING COD£ (High Velocity Hurricane Zone) SF % 0@015 lX7EC0,mo. 0.050"BERTHA ALUMINUM STORM PANEL FR.L .' No.44167 `. (2.25'DEEP) MAW or. EASTERN METAL SUPPLY, INC 0312411.1F :' 1 L ECO Nom. 4768 xen R040S ORW TILLIT TESTING t ENGINEERING COMPANY µ{y7 PALM BEACH,(L 37407 (.`� •[��� we H 5L,st..Baa c mna rt.urw PHONE(561 0e -61.FAX:(561)MB-47N15-049 /, 4lLI,•., q \V .1JlMll--m N 71 %�pn-fur WKLLIT.: TEF A.NJ.RE =111t. nw ua ys+w - ORAwAG Na uo flet. aytyr. a Nlr{' piYi`1'°'` fLOR/M 1Ic./44167 _ _ _ SHEET d OF 15 LY/T PANfLK "ALL REW9IED 2'r 3'x.O9J'J105 H-14 OR MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s f) AND 6063_76 ALLOY Cal C.ANGLE I'Nir. W1TT1 ANCH12'0. G ORS 12' A CONCRVE ANCH09S CORRESPONDING MAXIMUM PANEL LENGTH I" SCHEDULE O 12'O G 1.000' IpLFPANEL 1/4'6AP 1.000- -T 2'x 4'x.125' -T 2.500' 4iX?LVM A.S.D. Mor.PANEL LEAG7H APPUG1gl 1O J105-H74 OR 6063-Ta.Vl.Or PRES IXE RATING L(ft) MRNMUTo SEPARATION �z 7Iq/ ANY CEA"ISECTIONS pIpN Cont.Num.ANGLE PI OR CON CONCRETE ( SECTIONS) OF THEM OR CONCRETE BLOCK CASE A 6Elan) WALL REWIRED +65.0. -77.0 8'-O"OR LESS 2 1/4" 1 THRU 8 SCALE 1/4'= i' +65.0, -77-0 9•-0'OR LESS 3 11/16" 7 7HRU 8 CASE D (Plan) +65.0, -72.0 9'-0'OR LESS J 1/2' 11 SCALE.. 1/4 = 1 +62.0, -7J.J 10'-0'OR LESS J 7/8" 2 6, 7& 8 +63.5, -6J.5 9'-0"OR LESS 3 1/2" 9, 14, f0 kE ' +65.0, -65.0 9�-0'OR LESS J 1/2" 12, 15, 16 +63.5, -63.5 9'-0"OR LESS J J/4"OR CONCRETE BLOCK oRO Pq/RED CONCRETE REQUIRED OR CONCRETE BLOCYF�2, 50r.sox TOuRm cavcRETECONCRETE AA (REDD) RECIETEDOCK O 11"O.C.90•<L - OUT 4lE LEG LOGaTKW I051ANCE 2x 2'x. \ 11 ORO OR O ® 2"x 5"x.055"Coat I Z Mmr. \ 11 At— ANGLE OR j OR O�® .ORO'3105-N754 SHEET _ METAL AXam.BEND PATE j 1/4'180LT 4"x 4-x.072' O 24'0.C. J105 H14 OR 6063-T6 ALLOY w/•ucKNur cant aam.ANGLE CASE B (Plan) CASE C (Plan) CASE D (Plan) SCALE, 1/4"= 1 SCALE 1/4'= 1" SCALE.' 1/4"= 1' END CLOSURES DETAILS .7��P` ,K\CENT/l ��' FLORIDA BUILDING CODE (High Velocity Hurricane Zane Sfr '•��� 0201.5 NNTECD,Ac. 0.050"BERTHA ALUMINUM STORM PANEL F.R.L. No. 767 _ (2.25"DEEP) OPAWNBr 1-• Os/24/1s �F ORW I L ECO,wc. EASTERN 42M TAL68 WEST LSSUPPPLY, INC aTE TICCIT TESTING&ENGINEERING COMPANY WEST PALM BEACH, L M401 15-049a1a P��(�!)SJ-6067.FAN:(561)58-4780 IV^ •. , �� EB-0006719 �nm' ORAWPI('N0 WALTER A TWUT Jr.P. aur _ A7/T4T�Vl�ft i_f�'3':``ti�e FLORM Le./447E. 67 _ SHEET 9 OF 15 MAaBaX A.S.D. DENGN PRESSURE RATING (p.a1.) AND CORRESPONDDJG MAXWW ANCHOR SPACWG SCHEDULE•' FOR INSTA LA270NS IN CON2?= AND CONCIZ»'1s BLOCK STR=a= rua�,A,ANooa.vw.+/c ra.e a-J,n•• vnraA m A/MESI.Ee AmAAe nrtans CRTEiIAI,as INK NLLII ]aAl-SET d••6M-oto IW.v.06 APEIMIIE PWS 110 JS WCTIN enrols/. N4OtM Awe1. iOO"a(O'a7J ro cnlcetTE ro wa* ro mXnETr m soar ro taMrAY3E ro aaac m avAxC1E m aar m au4oe2 m'"" m calal[[a m aaa3r m NruPET m aaar m� m aaar I.- m- NM�� LencN t � E D.a EDGE DISTANCE e' WA WA NIA I' WA e" WA N/A WA 5' WA 3 1/2- WA WA N/A I WA WA 1(OP) 12" 4' WA WA 10" 7 1/2' I2" Y WA NIA 12' 6' 110 d" 12- 7 1/2' NIA N/A 1(BOTTOM) 12' WA WA WA lo- N/A 12- NIA WA WA 12' WA II" WA WA WA WA WA 2(W) 12' 4- WA WA 10' 7 in' f2' Y WA NIA 12' 6' 11" d" 12' 7 1/I' N/A N/A 2(80TM.) 12- WA WA WA f0' WA 1 12- MIA WA MIA 12' MIA I/' WA WA NIA WA NIA J(1M) 11' 4' WA WA 10' 7 1/2' 12' Y N/A WA 12- 6" 11' B' 72" 7 1/2- WA WA 5(807700) ANCHORS LEGFNO Nn. 12" WA N/A WA 10" N/A 12' WA WA WA II' WA lI" WA WA WA WA WA t(TO') ANCHOR 717'E SPAYING SPACING )Z" 4" WA NIA f0' ]I/Z 12' Y NIA WA 12" 8' 7I- d" 12" 7112- WA N/A 4(BpT11M1) TAMAC • 12' WA WA WA 10' N/A 12' NIA MIA WA 12" WA 1/' WA MIA WTA A NIA MIA 5(w) CF P--QW PAAILIMTE OR PAMUMITE PLUS J.0' 12' 4' NIA n/A 10' 7 f/I" 12 Y N/A NIA 12' 8- II' 61 12" 7 1/2- WA N/A 5(BOTTOM) CALK-N 2.5" 8 1/Z" WA 12' WA 5 1/2" WA ]1/1" NIA WA WA 8 I/2" MIA 11 In" N/A 11" NIA 9//I' NIA 6(10P) SLM)D-SET 3.5' 0 1/2- N/A 11- WA 5 1/1' 1 NIA 7 1/2' NIA IO I/1' NIA d 1/Y NIA II 1/2' WA 7/' WA 9 1/2' WA a(WIC) CRETE FLEX SSI 6.0' 655.-6.3.5 7 1/2- WA II 1/2- WA 5- N/A Y NIA TO 1/2" MIA Y WA 10 I/2- WA 10' NIA D 112'. WA 7(70P/60773M) 9'_O OR LESS REG"8 410.SS TAPCOK N BLOCK 4.0" MIA WA WA WA N/A WA 12- Y 12' 1 12- 12- 6- 6' 6' 12" 12" WA WA d DOP/80110W) • RECKAR 0 4laS.S TAPCOP N CONCRETE SO" /2' NIA 12' WA NIA NIA /2" MIA MIA MIA NIA NIA 12' 'NIA 12" NIA 12' NIA 9(IOP) 12' 4- 12' 10" NIA NIA 12" 9" NIA MIA WA WA 12' d' 12- 7 f/2' 12' 6' 9(sunw) IO WA WA WA NIA NIA N/A 12' 6' I II' NIA MIA f2' d" Z' B' N/A WA 11 12' 4' 12" 1 10 WA NIA 12' 9" WA MIA WA N/A 12' 8' f2' 7 1/2' 1 12" 8' 10(BOTTOM) NIA WA WA N/A MIA WA WA MIA WA WA WA NIA 12' 9" NIA WA NIA WA 73(/OP) MIA NIA NIA WA NIA NIA MIA N/A NIA N/A NIA N/A 12- 8- NIA WA WA N/A 13(BOTTOM) 12" WA 12" WA N/A WA 12' WA WA WA WA WA 11' WA 12' WA 1Z' NIA 1.(TCP) I2- 4- 12" 10' N/A NIA 12' 9- WA NIA WA NIA 12- d 12" 7 1/2'- 12" 6' 1N(BOTTOM) 12" WA 12' Y NIA MIA /2- 6 1/2- N/A NIA WA N/A 12" 6" 12" 5 1/2' 12' 4- 148(BOTTOM) 11 1/2- NIA 12' NIA WA NIA 12' NIA WA NIA WA MIA 12' NIA 12" NIA 12' WA 12 DO% B 1/I' WA 12' WA WA WA 7 1/2' WA 10 I/1' NIA WA WA 11 I/2" MIA 11• NIA 9 1/2' WA 12(BOTIW) It 1/2' WA 12" WA WA N/A 12' N/A WA WA WA WA 12" WA 12' NIA 12' WA 15(TO') e "I. WA 12' N/A MIA NIA 7 1/2' MIA I NIA N/A M/A N/A It I/I' NIA 11' WA 9 1/2' N/A 154(BOTTOM) NIA WA WA WA NIA NIA MIA N/A WA MIA MIA NIA 3' NIA 3" NIA J. M/A t3H(BOnOIQ It 1/2' WA 12' WA NIA WA 12" N/A WA WA MIA WA 12' WA 12- WA 12' NIA 16(TOP) 8 1/2- WA 12' NIA N/A WA 7112- NIA WA NIA WA WA 11 1/2' N/A 11" NIA 9 1/2- NIA I&(BOTTOM) J.- WA WA NIA NIA NIA J' NIA NIA N/A WA N/A .. NIA I" NIA I" NIA t6B(BOTTOM) 6' NIA M/A NIA 6" N/A 8' MIA NIA N/A B' MIA 6. N/A N/A NIA N/A NIA 2(TOP) d' 4' WA WA 6. 6" V 6' WA NIA 6" 5" 6. 6' 1 WA WA WA N/A 2(Bonam) 65.a-83.0 8- WA WA WA 4 f/2" NIA 8' NIA N/A WA 6' WA 5 1/2' NIA I NIA NIA NIA NIA 6(TOP) 9'-0'TO 10'-0 6' WA N/A WA I I/2" WA B' M/A 8 1/2' NIA 6' MIA 5 1/I' NIA WA WA N/A NIA 8(BOTTa4) 8' WA MIA M/A I" NIA 6" N/A 9 I/2' WA d" N/A 4 1/2" N/A N/A WA WA M/A 1(!OP/BOTTOM) NIA I WA I NIA WA NIA MIA 8' 5" f1- It' 6" 5" 1 6- 5- WA N/A NIA WA d OWIROTRML) REEKE-ANC I SPACING By AMTKy C QAC A"SHOW ON ANCE MR BYNO EAXLOO*M.TtM J FA/CRNS. ~Lam/TGV TO 5'^-4 'yt*i.��'��('� (NOTE Min.E.a FOR CALK-N ANCHORS 1S 2 1/2� , FOR THIS OPEAATAON TO BE POS/BLE REDUCED SPACING OB7NNED(ISINC FACTOR 5}MCG NOT BE �` Q� / FLORIDA BUILDING CODEeloc!h Velocity IY Hurricane Zane LESS TNAII M9P9MUM SPACND UNMATED FOR EACH ANCHOR TYPE AT ANCHORS LETYTID. BERTHA ( FAawR �'� 02015 MTECO•NC. 0.050 ALUMINUM STORM PANEL r.E� ACTUAL E a flf )APTPTO A' L4II4C NAMCRETE-FUX SS4 C"-IN sow-SET TAP-MF44(• lI'. ,},14^ (2.25'DEEP) DRAW e91.410 SS 7APOON PAAIELANTE OR PANELANTE PLUS. " EC 03/24/15 3 - .75 .78 1.b - IL C�Nc. EASTERN47MEALSUPPLY, INC 9• ae 2 I/2' - .li .30 - .BO .'.�'• 71LLIT TESTING t ENWNEERWC COMPANY NEST PALM BEACH•FL J3407 �� files Pawn s1..1nR aA4aas R 31rp PHONE.(561)333-6081.FAX.'(581)589-4700 15-049 z' - � - - - K tt` R 1 D P .'(('�'.. ,(3«7.To--sm.710 r.TrOxn_,.v, MM DPAIrwD Tw t •,V EB-POO67I9 III' 0.35 - _ _ _ '^Tei N �` �� MMC7ER A TEAR Jr.P.E. A(11;�;t"NAL.V%I �3R9` FEORt04 LFo.1 H167 °�° � _ _ SHEET 10 ai f3 MAXaaX A.S.D. DEIGN ERESSM RATDVG (p.s.1) AND CORRF•'SpONDDVG YAXnuC1a/ANCHOR SPACDVC. SMOULS FOR DUST LLATIONS INTO CONCIM AND CONCRE9g BLOCK STRUCTURES -AA,A50. M4.W.411-S SP 4^FOR E A a J 1/1'♦ A'AG14£. m Ler 6EIXRAR 1MC'Lu6 4XETE-nIX SN LWIC Nutty G1L't-N 10[4gI 0,TAP-WV NVEl W _,F PIAS f10 SS Wi0g4 ANsw"Y 6 P,VII. PA[SS ANI'CL'1MAIitTNV L[TGIN 1"(R) ro rnvOOarE TV tBoc( ro SIE m x00K TocnrcRl.Te to&_ ro 00000%7E ro elaoc' m Lt>wr�ie ro ttDar ro LmrarlE m xac>•< ro carnv[1E ro etocx ro Gawanc toLN.00( ro mNOR>E m e1LacK or TM7I E. D. EDGE DISTANCE I. N/A N/A N/A Y N/A 6' N/A N/A N/A J 1/2' N/A 2 1/2' N/A N/A N/A N/A I N/A 1(TDP) 12' 4' N/A N/A 70" 6' 12' 6" N/A N/A 12" 4" 9 1/2' Y N/A N/A N/A N/A 1(BOTTOM) 12' N/A N/A N/A 10' N/A 12" N/A N/A N/A 12' N/A 9 1/2" N/A N/A N/A N/A N/A 2(TLP) 12' 4- N/A N/A 10' 6' 12' 6' N/A N/A 12" 4- 9 I/2' 7- N/A N/A N/A N/A 2(BOTTOM) 72' N/A N/A N/A 10" N/A 12" N/A N/A N/A 72' N/A 9 7/2 N/A N/A LNIA N/A N/A 3(TOP) 12" 4" N/A N/A 8" 6' 12' 6' N/A N/A 12' 4' 9 1/Y 7' N/A N/A N/A 3(BOTTOM) +65.0, -77.0 12' N/A N/A N/A 10" N/A 12' N/A N/A N/A 12' N/A 9 1/2' N/A N/A N/A N/A 4(IOP) 9•-0"OR LESS 12' 4• N/A N/A 8" 6- 12• 5" N/A N/A 12' 4' 9 1/2' 7• N/A N/A N/A 4(BOTTOM) 12' N/A N/A N/A B" N/A 12' N/A N/A N/A 12' N/A 9 1/2" N/A N/A N/A N/A 5(TOP) 12' N/A N/A N/A Y 5' 12' S" N/A N/A IO' 4' 7 1/2 4' N/A N/A N/A 5(BOTTOM)Y N/A N/A N/A 4 1/2' N/A 6" N/A N/A N/A Y N/A 5- N/A N/A N/A N/A 6(T17P) 7- N/A N/A N/A 4 1/2• N/A 6• N/A 9' N/A Y N/A 5- N/A N/A N/A N/A 6(BOTTOM) 6" N/A N/A N/A 4' N/A 5 1/2' N/A 9" N/A 6• N/A 4 7/2N/A N/A N/A N/A N/A 7(70P/BOTTOM) N/A N/A N/A N/A N/A N/A 12' 6" 12' 10' 12' 4- 6' 4• N/A N/A N/A N/A B(TOP/BOTTOM) 6 1/2" N/A 12' N/A N/A N/A 6" N/A 9 1/1' N/A N/A N/A 9" N/A 9" N/A 7 1/2' N/A 7(IOP/60TTOM) +65.0,-72.0 N/A N/A N/A N/A N/A N/A 12" 6' 12' 11' N/A N/A '12' 6' 12' 6' N/A N/A 11(TOP) 9•-0'OR LESS 12' 4- 12' 9" N/A N/A 12' e" 12" 71" N/A N/A 12' 7" ]2' 6 1/2" 12" -5' 11(BOTTOM) 6- N/A N/A N/A 6" N/A 6" N/A 12' f0' 6" N/A 6" N/A N/A N/A N/A N/A 2(TOP) 6' N/A N/A N/A 6' 5 1/2" 6' 5' N/A N/A 6" 4' 6" 6" N/A N/A N/A N/A 2(BOTTOM) 6" N/A N/A N/A 4- N/A 6' N/A N/A N/A 6' N/A' 5' N/A N/A N/A N/A N/A 6(fop) 62.0, -7T.J 6" N/A N/A N/A 4" N/A 6" N/A 8" N/A 6- N/A 5" N/A N/A N/A N/A N/A 6(BOTTOM) 9'-0•TO 10--0- 5 N/A N/A N/A 5' N/A 6" N/A 8' N/A 5 1/2" N/A 4- N/A N/A N/A N/A N/A 7(TOP/BOTTOM) N/A N/A N/A N/A N/A N/A 6" 5" 12' 10" 6' 4' 6" 4• N/A N/A N/A N/A 8(TUP/80MOM) ` I (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 12" 70' N/A N/A N/A TN/A N/A N/A N/A N/A f0(TOP) 11(TOP/BoT70M) i,»:UunitlaNgr ANCHORS LEGEND a s UUWA/M ANCm IR SPACwCS ARE✓AAD FOR 3 1/2'EDGE DISTMCE FOR E D LESS TTLW 3 1/2; O •- REDUCE ANCHOR SPACY C BY MULT PLMV SPACNG SHOW ON SCHEDULE BY THE FOLLOWING FACTORS ,• y ANCHOR TIDE � � T �.�,1 (NOTE Min.E.D.TDR GVX-IN ANCl1ptS s 1 1/17 ZALNC HAILING, Vry••:<{� cO� fO.R 7H5 OPLR177LYI m BE POSIBLf.REDUCED SPACING OBTAMIED USINC FACTOR SHALL NOT L# 3.0' LESS THAN AMRAAM SPACING RIDGIIED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. CF TAP-GRIT,PANELLUTE OR PANLIANTE PLUSFACTOR CALK-W 2.5' •i �(/w•,,�;� ACTLLM_E 0. REV"TAH:ON# 7AANC NAM/µL77ElE�7EY SS1 t rwW-IN SOAD-SET CF TAP-GRP 50UD-SET J.5' E7j777%/ �i�� 410 SS.TAPCON PAN4WTE Lx PMFIAMTE wuS FLORIDA BUILDING CODE (HI V"eloaity° urrlcone Zone J. - .LM; .7s .78 1.00 CRETE FLEA'554 6.0" O2015 T 7500 a+c 0.050"BERTHA ALUMINUM STORM PANEL F.R.L 2 1/2' - .71 .10 - .80 REGULAR k 410 S.S.TAFCON IN BLOCK 4.0" (2.25 DEEP) DRANN 11r. .50 - - - 3/2./!3 _ - RE�1%� 470 S.S. rAPm/IN Lnvr.RETE JD• EASTERN METAL SUPPLY, INC avE L E C O�Nc. 4266 NEST ROADS OWE TILLIT TESTING A ENGINEERING COMPANY NEST PAW BEACH.FL 33407 8366 Hlx Js6. sra.lax 1>acF.I aNmvs rt 171N PHONE,(561)133-6061,FAX,(551)5M-47W 15-049 FAsr:TJw n-11x1.ry:LJa1J671-IDJ1 ! u66 EB-0006719 p�� pR LNLIWINC Na WALTER A 77LLn A:P.E _ _ FLOWA4 Lk.f"167 aYtNt` SHEET 11 OF IJ 1/4'/UG SCREWS 'O.0.r.634'LONG BRAST o e'D.C.W/1 1/2•urn. 1/4'/UG SCRVVS w 5 w/1/S r-2D x SS NS O12"QG THREADED PENE7R 7M O 6'O.C.W/1 1/2'Mn. SPANS VP ro 5•-9'ANO � up ro EX57WG MOOD HEADER. THREADED PENETRATION 9'-0-GS OR SPANS- ContXro EX67ND MOOD NE<DE7t //4'/UG SCRETIS 0/x ELCO m N/Iamoh )(' 0 6.O.C.W/1 1/2'u;n. -MVE a I THREADED PENE7RITION ro I.M. .PENETRATK.W A a EMSTm MOOD HEADER. SPUP TO l- r112 - ='2 Cant o. G w/NUT S MWSHER Cwn WOOD WOOD WADER CNRED I t REWIRED I ' -� O J,2'S Nw 9 Moon HEADER h 1 o I o I e I ---ALE- m �,. r I m I cant ' REowRm I $ ro oLass I ro CJAW I `' .: 1 2 SEE SCHEDME VVOD HE4CER MR W. OWRED I 1 SEPAPAWNGiASS 1 ALTERNATIVE 5 I iD I ALTERNATIVE 1 SMS `SEPAIZARON70 GLASSj a I � I I 1 I x ALTERNATIVE 7 I 7/8' Emrmroa e I I 12' 0 MoxmrH OF p7ATE e 1 5 Cont BOL1/4%-W 5S 473' +634'LOM('BRA.55 e 25 MOOD 5»a 7/8 0.,/J2" 9U5MNC W/1/4"/-20 x O 24'O.C. MMG N� MVOO 2"S 5 S.N. 7 O 12"O.C. - 9 Cant. �� O 12'O.C. PATE EOR SPANS UP TO -VIA 7/4'/UC SCREWS lIOIA�D AND O 6'O.C.FOR SPANS UP 2'x 4'PU 0114 QC. W / r/Z" 1/4'/UG SCREWS 70 9"-0'Afax.OR I/f' / P 2A aWTE O 2.O.GNW/ �o1'° D,n u7n. rHREAOEO pENETlunav O 6•oc. w/r 1/2' O 160MOTH OF PIAIE. MAT. THREADED PEHE7114MN 17/8'Nin.PENO9L ON O MDWVi OF PLATE FOR SPANS UP ro 9'-0' ALTERNATIVE 2 ALTERNATIVE 6 ALTERNATIVE 8 WALL MOUNTING INSTALLATIONS SECTIONS A SCALE:1/4"- 1 11410-20 S.S.- NOTE FOR COMBINATION OF SECTIONS •.-�-- 71810-1111- 1 KING WALLY WAY TSECTIONS CAN BE COMBINED INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 6 p IN ANY WAY TOO SUIT ANY IN57ALUTION. �"..O•. ' 5 AT' f 8 s cont FLORIDA BUILDING CODE (Hi�Nf6V»(-oHurricane Zone NOTES: 02015 TCIECO,AC. 0.050 BER7NA ALLUMINUM STORM PANEL F.R.L 1. INSTALLATIONS ARE ONLY VAUD FOR A.S.D. DESIGN PRESSURE RA77NC DRAWN m: 7 4•/LAG SCREWS UP TO +65.0, -72.0 psf AND PANEL'S LENGTHS UP TO 9'-0, EXCEPT AS NOTED. (2.25 DEEP / D5/zy15 2•RED4u,O p. REC. EV 1 1/2" 2 FOR NEW W000 f'RUfE CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN ��L E C O iNe� EASTERN METAL SUPPLY INC Nin. TWIDTH o P PLATE. PINE No. 2, W SPECIFIC DENSITY OF 0.55 OR EQUAL. ate. O MOWlOnI OF PUTS / 4286 NEST ROADS ORM£ nLLlr TESTING t ENGINEERING COMPANYWEST PALM 11FACN,FL 3,1401 eu,+N�-s p.r� Law ny ur'° praNe(s6r)su-6WI.FAY.,(561)5W-47W EB-OOOB7ID rMo�ra ARAWM No ALTERNATIVE 3 MMLTER A TRN J.P.E °a` (101661 Lk.l uf67 - �� - SHEET 12 OF 15 EO �✓ EQ X i/8' OR 1 �L6 ro C,2•0.C. trout 6 8'�`u� \ �fA ' ( TMj \, ,"x�fip5`1iX� \I Wim%? ^ , \\ 5/1 � , 1 QTR„ 1 U+'f"w/s.s. , o.C ,SIX+ �' ,M- \ 6OL72 7/32' cq a OTE TH OF 1 1/e'`p g n f/4'0 Xl4: 1\ ;a (7-'H- N j V L 1 z o �' °e TN 4 Of sly 7*�0" !! \t 2�000. w !+ 0 LAG 6 dTM D TM A�j a via `I ° "° 4' \ `o^t x 5/3z \ 2 '6pEc,( �( * 5t. 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WOOD BF+AM REWIRED. 114-P LAC SCREWS O 6" 1/4%UG SCREWS O 5- snKAC7U 4L ALIEOUACY D.C.W/1 1/z'MM. D.C.W/1 1/2"MIN BOF EAN To QBE c�ERTwxv ��wCwo u HEADER.rD �NREAom PENETRATION ro ey REWTFRED ENGINEER .500• EX15764C WOOD HEADER. OR ARCHnECT PRIOR _ .250' 150• .250" 70 SHUTTER INSDKLADON. — 'fix _ 'S00- MI .500• Akn —L 2- 1W _250- WOOD 14-01 z. o 4'O.C. wj 1 1/2'rs REQUIRED cart. "` i 2 cont THREADED PEAIETR47YON I Eas1WcSIM A%VLZ_ AS APPLM•ASEE I WOOD HEADER I m WOOD w I 1 II I 1 REOUREDI 1 REOUdRED 1 p E-�SCHEDULE FOR I m I I z SEE SCHEDULE m Ilfi. G(ASTXX4 SEE SCHEDULE W FOR Erxl. TD«Ass I 1 — sCHEOLRE FaR A6n. I FOR Mm. I sEPARATSS I I I SEPARATION To GLASS I roA� I TD Gins ALTERNATIVE 15 I I I Z OETNL 2/15 I l I pTNc I 1/,P-20 I BOLTS w/ 7/s%-2o S.S. 3 41 I WING NUT/J1" I gals W/ 7/810 x JIM, Corr a 12-0. C. I WING Nur /8 wTNc N1Tr a EXISTING a I o 12"o.C. O.C. i T 24'11BRICK SILL I 1 = I coM CprE PLATE `° LITS• ALTERN47E I I N ED l_J 1.125 6 emOIG I 1,%UG SCREWS O 6' _ .J75 N O'14 'O O.C. W/7 1/2'MIN. I 17/8'Min. E I 7HRFAOEO PL7IETRATK7N O 1 ,%LAG SCREWS T' PEVE7RA71pY 1' <'PLA MIDN7DT.Oc PLATE O 6'O C.N/1 27/J2' Min I REOARED Min.PENETRATION O —= g MIOWIDTH OF PLATE W000 DECK 1/4%LAG SCREW JI J500" '9 I T•REOWRtD INTFRx7RLY REMOVABLE PAIIELQI W/ REQUIRED o s'G.C.w/1 1/2'A&. I SIDEWALK BOLTS EF DETNL 2) (NO PIN SH PO4E1RATx)rl EXlsnwc TED ra nmu s/e% ALLOWED) ALTERNATIVE 16* e 16'oc.ia4< D-11111 Can6 ALTERNATIVE 18A* A 14 W jen°jsi FASTENED N IXISII7IG Min. 1/2"PLYWOOD EXISTING READ(rP)w/FA5TEHING BRICK sx� 1/4"/20 x Ji, ALTERNATIVE 186* e EYt 2Y s°E«A`K BOLT 1/,%=a'Elco,nm.PANELMATE To STUDS AS PER axis R IVAS ANCHORS e 4 1/2'D.G. TO MC77ON 2909 DE THE 3/J2.WING NUT CE/UNG k FLOO EXISTING PLYWOOD SOUTH n_OWDING CODE o 12'D c WALL MOUNTING INSTALLATIONS MOUNTING INSTALLATIONS A L TERNATIVE 17 * SECTIONS I s *VALID FOR Max. +63.5. -63.5 psf. SCALE: I/*"- 1" *VALID FOR Max. +63.5. -63.5 psf. SCALE: 1/4'- T' A.S.D. DESIGN PRESSURE RATING. AS.D. DESIGN PRESSURE RATING. BUILD—OUT INSTALLATION INSTALLATIONS VALID FOR PANELS(L USED JOINTLY NOTE FOR coueINAnON OF SECTIONS: SCALE., 1/4-- 1" WITH INTERIORLY REMOVABLE PANELS n WALL/FLOOR/COUNG MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. INSTALLATION DETAILS ON EX�ISTI WOOD BU/LD/NGS ER A. P ............ \ �F4S /�%� FLORIDA BUILDING CODE (High Velocity Hurricane Zone NOTES: n' F . P 02015 TXTECO.PVC. 0.050 BERTHA ALUMINUM STORM PANEL r.R.L 1. INSTALLATIONS ARE ONLY VALID FOR A.S.D. DESIGN PRESSURE RATING '• NO.44 - - 2.25'DEEP) DRAWN Br.' UP TO+65.0, -T1.0 psf AND PANELS LENGTHS UP TO 9"-0. EXCEPT AS NOTED. C/+ EASTERN METAL SUPPLY, INC °'/a4TE. 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN ,/� C ' ' E C io LNC. A PINE No. 2 W/SPEGFIC DENSITY OF 0.55 OR EOrL1L. ;y [. � (� 77LLJT TES77HO r ENGINEERING COMPANY WEST P M B .2 M407 �S r �U ,•.•<.�\� saa K zeW.a sr z6z I.eaw cumExc N yrr gpgE:(561 J.T-6161,FM.(561 -4760 15-049 .` .r'o516'�1 moeils rzamn-rsn �p 15 fie° WING No L CVG_.eP' WALTER A 7x.ur a.PEaA n-zrA s o DRA <''r1Ni111f1!l1i�`e'•L riORM Lie./„I67 - - - - SHEET 14 OF 15 V410 S.S.LAG SCREW 114/SS u0 SCREW e+ D.F w1i 112-A#AL O 4-aF W/1 1/2-MIN 00WAOEL PEAVM77ON -�TO HOLLOW C, TRACK(�MAY BE ATTACHED 1HRFACED P£NETRAITON TO HOLLOW CEIUNC AS PER DETAILS SHOWN +'X 8'(Min.)ExlslnuG ON ALTERNATNE 9A. SHEET 13 OF 15. f-X 8"{win.)ExIS1ING mom 66w f7EOLHRED. NtX17 8E:U7 RFGU/RED. or E zTm Wow OF EKSAMC HOOD Y 1/410 SS IAC SCREW 864M 70 BE CER71F7DJ 114-0 S.S LAG SCR£W-" BFAM TO BE CERDr1E0 O 4'0.G W/1 1/2"MN. OR ARCMIECT f42AOR l O 4`aF W/1 t/2`MN. 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MUNG At f'LDGR 140MUNG INSLAU-4 CX&NO ¢ FLWA OVAONt20IMMIL( T�ION� P���RA.'�J �"' SCUMS I9 '" uu SCALE- 1/4'- 1" SCALE: 1/4' 1' E(`ts+�•.."fi�'.. ss mwwwx ooLm .;• 11 /wl/Jj!�sLa11ED I/E1a PA (1J 1ttRD+.EY HOLE as 6'aa 1 w/1/�'-2o Nur Af RdR NOTE FDR COMBINATION SECTK7NS !� SrTy Rje'/.J/x2' AEMOVABLE p•'.. 66.�� P' FLDDR/CETL/NC MOUNTING SECTIONS CAN BE INSTALLATION DETAILS ON EXISTING WOOD BUILDING .� '••�� j�''.••'�``>' I I COM8hNE0 LN ANY WAY TO StNT ANY kYSTALLA7+ON. ^yI.AA/r .�t t��1C��ys•: I I iN11HI111Mp11�V I I '+ I I FLORIDA BUILDING CODE (High Velodty Hurricane Ione 1 I ( NDTEs: *"15 7niem,Na 0.050'BERTHA ALUMINUM STORM PANEL r.&L. J I I 1. INSTALLATIONS ARE ONLY✓ALTO FOR ASO. DESIGN PRESSURE RA77NO (2254 DEEP) DRAWN 8Y• .16T3^ UP'TO +55.0, -65.0 psf AND PANEL'S LENGTH$UP TO 9'-O: ��Wr EASTERN METAL SUPPLY, INC aT/M24//5 RIX£a 6'ac 2 FOR NEW WOOD FRAME CONSTRUCWN.• WOOD MEMBERS TO BE SOUTHERN / LTE C a�N.. 4268 KST ROWS D.. PINE No. 2, W1 SPECtFtC DENSRY OF 0.55 OR EOLIAL TILLYT TESTTW t ENGINEERNG COMPANY Nisi PA[M RE" FL 35407 . 1. .2 .. T ILLI TIM OF 1/4 LC uss xw am.�a a..m Waaw comma,rt.viae P.Ow..(wf)Sm-wL TAY.--(%1)5a6-4Teo 15-049 SIDEWALK BOLTS O MW2VABI E PA"NEE .: -r6a ti:(zn s r-rtar ER-Oa'I67I9 toawis 1 Out tK IM wwrnw wr DRAWYiC No *A,"A 1$ELT.Y.P.E. as tr-tn Aytytt _ _ FI{GWL7!!iu j 44... SNEER}s Or is k Florida Building Code Online Page I of 3 nrr i BCI5 Home Log In ' User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff sine /° Product Approval Professi6na USER: Public User Product Approval Menu > Product or Application Search > Application List >Application Detail FL # FL389-R8 Application Type Revision Cade Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association, Inc, Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley0eastemmetal.cam Authorized Signature Bill Feeley Irod rig uez@easternmetaLcom Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered AI Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A,. Tillit, Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Instit Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich, PE v Validation Checklist - Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION Cl NONHVHZ Referenced Standard and Year (of Standard) Standard ASTM E-1886 ASTM E-1996 ASTM E-330 TAS 201, 202, 203 naps://www.floridabuilding.org/p'r/pr_app_dtl.aspx?param=wGE... 7/10/2015 Florida B"^^~^~ g ^ ~d~ Online Page 2 of 3 Equivalence ofProduct Standards Certified By Sections from the Code Product Approval Method Method Option D Date Submitted 0*/28/2015 Date Validated 04/29/2015 Date Pending FBCApproval 05/07/2015 Date Approved 06/22/2015 GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION LOCUM MEttr(P.ECE M D.)HAS BEEN VERIFIED FOR COMPLIANACCORDANCE WITH THE 2014(5th EDITION)OF TRW FLORIDA ._ BUILDING CODE M.THIS ACCORDION SHUTTER SYSTEM SEANOT BE INSTALLED AT HIGH VEIOCIIY HURRICANE ZONES. o c t-�h�1 DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED OWE.FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-Ob5,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL RE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA.); HV BLADES(f)At BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX (AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THIRD 15, 19&20. GENERAL NOTES SHEET i IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O.,AS TESTED.WERE NOT OVER STRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS),(G[USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.Y.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW NAIL -HV BLADE Q 1021441-03.10715.01-03./1004.01-05.11214.01-05,16317.02-06./0609.01-10 AND/D210.01-11 AS PER TAS-201,TAS-202 AND TAS-2D3 PROTOCOLS AND ASTM E-1886 ARIDA 3. W 13LADE(1)AND HY WINDOW BLADE hA AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1,2&3)&11220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE (WHERE APPuCABLEa -HV WINDOW BLADE (a 10505,01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL 0,WIND ZONES 1.2,3)BASIC PROTECTION ONLY AND 1 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.CONCRETE/BLOCK SHEET 6 2 HN BLADE(D AND HV WINDOW BLADE to ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERA.LIMMATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLA=N DETAILS G-M.CONCRETE/BLOCK SHEET 7 3,BERTHA H.V.ACCORDION PNS(HY SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL TE#14x2.75'AND 1141.75'RESPECTNELY,410-4T MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 kel YIELD STRENGTH AND 180 k.1 TENSILE STRENGTH. FNS SHILL BE COATED WITH BERTHA HN OACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTFRMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEM THE FIV MARIONG ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 k.AT AND 35.7 W FOR END CONNECTION DETAILS 1-6,CDNCREWBLOCK SHEET 10 6405_75 AI.!_OY MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 31.6 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL.AS PER DIN 50018 WITH 50 W MIN.YIELD STRENGTH AND 90 k i MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHAD.COMPLY W/FLORIDA%ADM CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 S.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR ASI 304 OR 316 SERIES STAINLESS STEEL WITH 3S k i MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:IN BLADE D: 12.13,14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE(D&0 WORKING IN UNISON: IZ, 13& 15 INSTALLATION DETAILS S-X.WOOD SHEET 17 .8.THIS BERTHA H.V.ACCORDIONSHUTTER SYSTEM GEMS A US.PATENT 15779,562 S COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT(5'458,779 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 &X.WOOD SHEET 18 METAL SUPPLY,INC. 9,IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED 70 ENSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK AREA 3: HV WINDOW BLADE ®ONLY ALL SHUTTER COMPONENT EDO"WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE RUILDING TO PREVENT WIND/RAN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS• MUST PROPERLY CLOSE AL1.NY AND Ho �� WIBLADE t7�ONLY CENTF.RMATES AND ENGAGE OR LOCK A.I.HV AND HD LOOKS. 4: W ENDOW B 11.SHUTTER MANUFACTURER'S LABEL SHALL.BE LOCATED ON A READILY VISIBLE LOCATON AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.6.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS. META-STUD WAIS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DPAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT S APPLIED TO. 13.(a)THS P.E.D.PREPARED BY 114IS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,O.n.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LEE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D.• PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONS181UW. (c) OBTAIN PERMITS IN THE STATE OF FLORIDA THIS P.E.D.WILL BE CONSIDERED IMIAUD IF ALTERED EW ANY MEANS. (d)SITE SPECIFIC PROJECTS SHAM BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH 1WLL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FDR REVIEW. (e} ORIGINAL PLED,SHALL BEAR THE GTE AND ORIGINAI SFA,AND SIGNATURE OF ME PROFESSIONAL ENGINEER OF RECORD THAT PREPARED TE HH I FLORIDA BUM CODE(Mon High Velocity Hurricane Zone .. F.R A �/ i0 2015 EASTERN META.SUPPLY,INC. BERTHA H TM _._.. A '� S A y Accordion Shutter System : ----N E Q t li c. ■ ■ ■ ■ FLY.RADE#1 W/M W/O HK WNDOW 61ACE American Shutter Systems mvI. DFscR,P,,,a„ DATE DRAM,B.: M.L TILUT TESTING & ENGINEERING COMPANY a': �sFATf '4= Association, Inc. , OLD 11-192 4/13/I5 DATE 4/13/15 •�Com.• Tz. ..•' 63YS N.W.3Mh.SL.Ste.755.V.F.. GAROBNS.FLORDA1-153 331 yf-Zc+-•-•�$...• Pnooa:{.ws}67T-1530.Fox:{3os}671-1531 4268 Weskroads Drive 2 DRAWING No SS+'•• � T.tat-O.W.- West Palm Beach, FL 33407 3 15-0$5 „/QMAL ENG�CiAA�`` wALr EB 006719 P.E 4 P.E. SEAL/ UI TURE/DAA H1°f1Dh LK.1 44167 a SH ET OF 20 3Y rOR,'NOON 8110E® rB VARES 1.91 1.491' •♦ 34 0 40 e. �9• o o MaN. ',� 1.200' 4' a'r 0.454' S .09 aa1 •SSa. 4.371' 4 4 4.857' 4.999" �r. 1 HV SOLID BLADE J75a, OS HV 90' 180' STARTER OHV UNIVERSAL FLOATER ^ QUALIFIED MR USE w/ COVERED UNDER US PATENT 1 5458179 QUALIFIED FOR USE W/ HV BLADE 1O 1 4, s HV BLADE�1 HY WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE ON SHEET 19 BLADE( '� o ® 6063-T6 ALLOY ANN�D TEMPER 6063-T6 ALLOY AND TEMPER 3.226' 1.500' '124" Oe5" no: 2.670' (TYP) 67 1.000• 14 3.556' .994' .670' 2226' 72 842' 4.89T o �Q27r. o .815' 092' N O7 HV ADJ. ADAPTER W/LIP c 4.418 12 1.375' 0.072' ---- 0.07 12 920 z 3.226' QUALIFIED FOR USE W/ HV (�)HV WALK-OVER TRACK ©HV ADJ. FLOOR TRACKBLADES LADQUALIFIED FOR U E W/ HV O9 HV TRENCH TRACK 55" ,.75pIt - 6063-T6 ALLOY AND TEMPER ..EUA QUALIFIED FOR USE W HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY D TEMPER BLADEQONLY. (10 HV RAINGUARD �1.' BLADE 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U��E W/ HV 6063-TG ALLOY AND TEMPER - VARIES _ 1.938" BLADE U) 1' 1.915 VARIES 1.936' 6063-T6 ALLOY AND TEMPER r or. 1.917" 0 083" 093" m .083' .093• .093" .100' .060' .093" .093'• 060" n .060" e70 m m n 4 j1a 4Q0. 670 1:686" ,P .. 870 O' 3.529' .2 .520' 670 7*" 1 HY HEADER/SILL 11 HV CEILING HEADER / 13 HD CEILJNG HEADER/SILL Q IFlED FOR USE W/ HV BIADE(10NLY, QUALIFIED 0633RTsSALLOY AND BLADE ONLY QUALIFIED FOR USE W/ HV BLADE() 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALIDITY.- SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W1 HV 6063-T6 ALLOY AND TEMPER - 6063-T6 ALLOY AND TEMPER BLADE Qt ONLY. 6063-T6 ALLOY AND TEMPER T1 COMPONENT A 8 T1 T2 10 . Y [ 2' 2' 0.125" C7) 2" 5'MAX. 1/8' 1/8' 3• 3' 0.090' 1® 2' 5'MAX. 0.192' 0.192" (16 SIDE ANGLES e ® CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES � 2.5' 7"MAX. 0.190' 0.190" BLADE(D QUALIFIED FOR,USE W/ HV QUALIFIED FOR O W/FN 6063-16 ALLOY AND TEMPER BLADE 1 ONLY. ® 2' 5"MAX. 0.139' 0.131" 5063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE{Non High Velocity Hurricane Zone TIL(.... 0 2015 EASTERN METAL SUPPLY, INC. lAA BERTHA-HVTM Q` '�GENSF ASS A �- Accordion Shutter System ■�L. E C O T N C. . . . . FLV.BLADE/I, W/OR W/0 IiV.N1NLX7N BIAOE k'- American Shutter Systems TILUT TESTING k ENGINEERING COMPANY y DESCRIPTION DATE DRAWN BY'- M.L. STATE OF 5356 N.W.36tH.SL,Ste.305.NRMNIA Gk9MS.MORDA 331 Association. Inc. OLD 11-192 4/13/15 DA E: 4/13/16 4268 Westroads Drive z Pno1ro:(305)071-1530.Fm:(305)871-1531 DRAWING No �,O� •,fLOR10 ••���`�,� E9 0W0719 oeool.c.m West Palm Beach, FL 33407 3 ss/ONA�FC,A`� WALTER A TILIIT Jr.P.E. 4 15-085 FLORIDA J.1 4.4167 5 SHEET P.E.. 5� �/61GM4t1`�RE/DATE 6 2 OF 20 e _ -9 9 4.576' ' m 1/41- 4 /4'-4 .293 ' .31T1N/R4E'-ACYEO NOUcAsr � � .745' 0.334SSSSy.. KFAR 1/4--20 (2 TIP.) 1D 4' - IIOEU4CAHSGE F1N1TAEMD 6 b sz' .a°e 1.3 E LK 87 GRASS Noe.a Hx _ d KEYS(C1r20ME (CHROME�PLATED) 21 HV CENTERMATE � ) � J• HV LOCK HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE 10& ®ONLY 6-2) HV FLOATING CE �. `° 6063-T6 ALLOY AND TEMPER OUAAUU'FFIED FOR USE W/ HV BLADE 1 & ONLY �,. .0 3' .675" QUAUFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE 01 & ®ONLY- BLADE 10& ®ONLY. LIFIED FOR USE W/ HV BLADEQ)ONLY 250'O'D' Ee' .874' 6C63-T6 ALLOY AND TEMPER PLASTIC HERO 1.756' MOl 922' 2 DEO TO o7 4.045 SCREW 2.079' 1.753" Ory .360•AFTER RNF nNG n c 6 " Ne• OB �/4"p--20 5 X n 3/4" BEFORE RNET NG ' r1� S.S. THUMBSCREW I/4"f-20 RIVNUT* - *EEr N TSER /PARTUM OM,A 73 ALLOY)WEE Y AVD THIN SHEET NU75FJtf,PARE j 0820,AS MANUFACTURED BY AVOEL L 4750' I 2'� CHERRY THORN.PARS1PPENY,NEW JERSEY 07054 OR EQUAL PLAN FRONT ELEVATION JjV MALE "T" LOCK CENTERMATE 4.566' ® ® HV "T" LOCK HY ALTERNATIVE LOCK LOCKER FOR "T" LOCK CEN QUALIFIED FOR USE W/ HV BLADEOONLY ® HV FEMALE "T" LOCK CENTERMA� 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED E USE W/ HV QUALIFIED FOR USE W/ FN BLADE tOONLY QUALIFIED FOR USE LO HV BLADEONLYW/HV BLADE Q ONLY. BLADE �1 ONLY. - 6063-T6 ALLOY AND TFMPFR 6063-76 ALLOY AND TEMPERR'' 1917. 19•.�y7� — J.161 44, THUMBNRN .063 .082' DER DR KEY CYLINCYLINDER 545' 00 1 .125'Max. 3� TER O 0 D ® A E C a G I- QUALIFIED FOR USE W/ HV BLADE 1 & QUALIFIED FOR USE W/ HV BLADE(1)&UA 6063-T6 ALLOY AND TEMPER ® NT T 'S INSART VARIES, 12'MIM. , 6063-T6 ALLOY AND TEMPER , QUALIFIED FOR USE W/ HV BLADEW& & 1/4•_zo ss.oR 3/a'�-le 1.130 6063-76 ALLOY AND TEMPER ACLTK aRA195CREWS. 31/2' rCTUNDERRN (SEE CETA ) DO _ OR KEY V4 I 315• 1-57 Min, CYUNDER - ___ pr __ I ® LOCKING RODA * le Max m 75'0 1/4-0 ® HD LOCK QUALIFIED FOR USE W/ HV BLADE 1Q 6063-T6 ALLOY AND TEMPER —16 ACETALHV 1/4" —20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SMES 2333 HOOK BOLT LOCK. Q 5 INSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS "SEMI—ES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1O& OA DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED F A NNp V BLADE( QUALIFIED FOR USE W/ HV BLADE(D FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ✓xis ®2015 EASTERN METAL SUPPLY,INC. 'Q�•''�GENSF - BERTHA HVTM /TUE C O ,lQ.S.S.A. Accordion Shutter System Liv. BLADE 61 W/OR W/O H.V. WINDOW BLADE *•, t�j� r — American Shutter Systems n,• ,�R,pt1D„ DATE !SHEET BY: M.L. TIILIT TESTING & ENGINEERING COMPANY Association, Inc. E OLD 11-192 4/13/15 DATE: 4/73/15 6355 NW.36M.SL,Sd.305.M 011A CAROM,FLORM 331 gip= fLpF3t0 ��r Phony:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z ING No �, �F^ •....• 'r�C� o- aao:UR­.0.0. West Palm Beach, FL 33407 3 p SIONA����A�� WALTER 1- 871LIT 9 15-085 P.E. 4 —085 RunRN 11E 1 ` FLORIDA Eic.1 44167 3 P.E. SEAL/SIGNATJRE/DATE 6 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV HVA 3/s' 12"TMIN. I e. G 62(D HV SLADE 15 875' ® HV BLADE 1A 1 I r 1 .D625 .0625' Iv \A.Sh (1 HY WINDOW BLADE .0625• i;pm X-X ® 1 I! `a BUDE'S [17' Y HV LONG RECESSED NYLON BUSHING z 1 1 n KNUCKLE V aPENiN .0625 F OYF) 0625• ® HV SHORT RECESSED NYLON BUSHING '—! R1.7 ® HV NYLON HAT WASHER O OR ® n N w i MT B RIION R �/ 3 50• ® HV WHEEL. CARRIAGE AISI 302-303 SERIES I � ��+I I 4 il! n � -1 750' X 0.870"X3/16" THICK NYLON WHEEL. 3 I I n � 2 7/e'MIN. NV WINDOW CLEARMV 0.188"0 AISI 302 SERIES S.S. RIVETS 315 0 SEPARATION 1 "}' j BETWEEN D625• • 3.7500 ® LADE HV 1 3/4" ACCORDION PIN W/ ¢8 HEAD * EXTERIOR L[1 o OPENINGS (9}j C 3/4LTERS g 4� .7500. HV 2 3/4' ACCORDION PIN W/ g8 HEAD * TT 4, �a ..�, I e 2 1/a "rte ® POLYCARBONATE IMPACT RESISTANT HV WINDOW j j j " TYPICAL. HV WINDOW BLADE1nA AND POLYCARBONATE HV WINDOW DETAIL TOR ® ( 4 or ®3 5-IC1' RTE FOR EEOUIREMENTS) O DR *POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE cERESINS, UV—STABILIZED GRADE OR SABIC QUIREMM11 ATOR Y INNOVATIVE PLASTIC LEXAN 103 RESIN HV 10 WF OOR ® i I (SEE NOTF "F" ON SHEET 19). F o (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXIERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR 4 i N9 POLYCARBONATE SOURCES FOR hI EXTERIOR HV® BLADE. TYPICAL SHUTTER ASSEMBLY PD , ,,,� ` "�' _ N' HV PIN®OR AT Fp377a`IICEw/� (2) ITV PIN ® MAY BE USED IN LIEU OF ®AND ONLY AT EXToR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O y0,32a' BLADE'S KNUCKLE. easel (SEE NOTE ; FOR SllS n aRWW ASIN 0992 aa43 m/1"' 0013 Inl BLADE WHEN CORRESPONDING TO INSTALLATION -11-, SHEET 7. q. 3 REOUIREMENTS) "r"""'""" —,S M.:lpli�alX ASfll 0656 S.0 wi. 9500 p- (3) HV PIN ®OR ®W/ 1/2" O.D. 1/16" THICK S.S. WASHER O h j REXFUw6 SROM Ai T14D AS 0790 I2509 vim;. 13.09 ,,- SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, e� 9 L104 L� A511 p780 30.00°va.F. 313.009 vy. SHEET ® MOTCHM I= ASSN 0256 la n-mr 17 F-e! WHEEL CARRIAGE DETAIL '"10�°� s 0— "2 M N.T.S. ASSEMBLY LAYOUT Mw OF awalrlc ASN 96n O-I CTAS C-1 nAss N.T.S. SDI ralmoN ASTM 01929 10/9 T 990 T 1EA71EE7!<114 At1r 918 ilNSIIE 51RFDvm MFR MFA /Sill 633 9302 psi. 3510 P-i. HE- n1 HV BLADE SOLID & HV WINDOW BLADE DETAILS TeOE 59&S583, Ma"1M>aN9 51M 830 0161 G,,+ am PX. N.T.S. FLORDA BUILDING CODE Non High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY.INC. HVTM ��cEN Accordion Shutter System _ 1L Eco ,Mc. A.S.S.A. HV.BADE , W,DR W/0 KV. WINDOW RADE TICCIT TESTING k ENGINEERING COMPANY American Shutter SystemsKN.th DESCMPTM DATE DRAWN B+: M.L ATE OF 6355 N.M.35N.SL,510 305,WWMW GA10M.FLCIWA 331M Association, Inc. 1 OLD 11-1 92 4/13/Is +ATE +/13/15 PN9n6:(305)871-1530.Fax:(305)571-1531 4268 Westroads Drive 2 DRAWING No M-Fa 1:ti'tea90991._ West Palm Beach, FI 33407 6719 3 sr/ANAL EN�'�o� WA IFA AOTOLL J.G.E. 4 15 �QG7J P.E. g��CSI URE/DATE n.OROA U0./44167 5 SHEET 6 4 OF 20 ® ©�� _ ®•®" � *NOTES ON HV LOCKS AND CENTERMATES: A o c o ; u w s T u ®'�Ly"®♦®"® 1 I/AI111A79Rf CONDITION/1: ONE HV LOCK®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105.AND FOR INST TIONS T ANY ELEVATION. HV IOCK�or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 0 OR CENTERMATES W/(2) 1/4'4-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. IF DESIRED FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES UP TO TWO HV LOC OR MAY BE USm AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOGICS TO CENTERMATES OR SHALL BE AS INDICATED ON NOTE(1) ABOVE LOCA N OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 17 6 3. ONLY WHEN k"P&M CONDITION #1 OR CONDMOM o #,2 jSUSED H_V_ LDCKSI: LOCKING RODSARE NOT REQUIRED ATAIUR CANE POSITION• BUT MAY 4 a G5 96 oa SO oX 9 BE USED IF DESIRED TO ENHANCE SHUTTER PERF MANCE LOCKING RODS Stj OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. • CNE HV LOCK q ® BE USED AT CORNER CENTERMATES FOR ANY SPAN &'SG AND INSTALLATIONS AT ANY ELEVATION.FIV LOC or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. s ATTACHED 1B ( CORNER CENTERMATE W/(2) 1/4 4-20 x 1/2"LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS '^ HDC XVC AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. b ® MAXIMUM SHUTTER SPAN SFWl BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. V— p� a= If s. 8=�8£ • ONE ALTERNATE FN LOCK MAY BE USED IN LIEU OF HV LOCK QQQQ or FOR ANY SPAN AND 0 •�ao ?: IN T10NS AT ANY ELEVATION.AL NATE LOCK® MAY 13E USED AS AN�INSIDE OR OUTSIDE LOCK.ATTACHMENT 3 OF 1/4'4-20x3/4'S3.THUMBSCREW TO 0 OR 0 CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4'ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET& ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF% TIER SPAN. 6. MANMTORY CON.^T M LT FOR KEITDNF UMMM 11149TALIAMN& ONE HV LOCK 0 or 5 or 0 SHALL BE I USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 95". AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 or 0 or®MAY BE USED AS AN INSIDE OR iy i UT�ri � OUTSIDE LOCK, ATTACHED TO 0 or®SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2'LONG FIAT HEAD S.S. SEE END N-S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ CONNECTION OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS DN D F E X 1 J K L Y P 0 R y • % SHEETS 10 h 18r. FULL " *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIc i Tt OF CORNER . SECOND ALTERNA31E TO 4&MAMID�CONDITION#I VALID MY FOR W AND MffERM&M 66 AbIL CENTERMATE 1�.. a r6 rel a+(8 e^10 CKS OR INSTALLATION ONE AT ANY ELEVA710NNATE HV �ALTE BOOED IBE USED A9 MIN UEU OF HV�NSIDE OR OU'TSIDEL OCA.ATTACHMINT \-1 J « OF LOCK 0 INCLUDES USING REINFORCING LOCKE� AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE CONNECTED TO CENTERMATES 0 AND W/ 1/4'4-20 x 1 1/2" LONG S.S.THREADED BOLT W/7/8'0 x 3/32" MAXIMUM OR W AND 4 BELOW IMIDSPANS��F T1/4-Ox O 4LOCKING RODS®TOP AND BOTMAY BE ON 1S MANDALLED AT MIUSPAN OR TORY.A ORY. 12' 08 (8)Kt s«©ex t® 6s-(1: •- lA *NOPa 0 : CET TE 1. ONE ALTERNATE HD LOCK Gj MAYBE USED IN LIEU OF TYPICAL n HV BLADE SHUTTER ELEVATION HV LOCKS OR FOR ANY SPAN AND IN STN LAMONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE;LOCK.ATTACHMENT OF HD LOCK O®IS W/3/8 x 3/8'F.H.S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT AS SHOWN ON SECTIONS HOB- AND HDC-HW.SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS 0 IS COMPLETELY OPTIONAL_ ( on 19h elocity Hurricane one p. 0 2015 EASTERN METAL SUPPLY. INC. B RTHA HVTM ENSS�/T�� ..._.._ TLE E C O ,N A.S.S.A. Accordion Shutter System LH.v RADE I1 W/CR W/O RV WINDOW RADE Amertcon Shutter Systems Mle M DESCNPl1oN M STATE OF TTLLIT TESTING & ENGINEERING COMPANY o= ASSOGtOt10D, Inc. 1 OLD 11-192• 6355 N.W.36M SL.Ste.305.yIRGM D.VmFNS.nnRDA 331Phone:(305)871-1530.Fox:(305)871-1331 4268 Westroads Drive 2 a-,no,:Mt—ft.1— West Pclm Beach, FL 33407 3WALTErte TILTF1Jn RE 4 P.E. SEAtI�;11 t!l1URE/DATE F1OPoDA D`/44167 6 *NCRETE ANCHORS 4EQUIRID POURE9 CPOURED ONCRETE (�SCHEDULE ON CONCRETE CONCRETE SHEET 13) 1/4-0-20X3/4'S.S. CONCRETE ANCHORS MACHINE SCREWS REOUIRED - � FOR (SEE SCHEDULE ON W/if{'-20 CONCRETE ANCHORS \:J 18 _(SFE MOUNTING(@ON SHEET 7) SHEET 13) NUTS O 12'O.C. (SEE SCHEDULE ON SHEET 13) 1/4'0-20x3/4'S.S. Min. EQ Q UAC14NE SCREWSUSING 1/4"-20 NUTS12'O.C.E.D.4 .250'Max. - 35yt3Q_%RLAI IFmM-0 F.250'Mox. , Maz.LGP7IGNAL DNAL IE9f0E OJT ---OOR ®* O05TING __ MIN.SEPARATION TO GLASS t EXISTING M SHRM 10 FU I 1 MIN. SEPARATION TO GLASS ( t GLASS' (SEE SCHEDtAE ON SHEET 71) 17(SEE SCHEDULE ON SHEET 11) I EXI5RNG I I HV WALL HEADER INSTALLATION �\ (A HV WALL HEADER INSTA TION a L(_HV WALL HEADEg INSTALLATION + KEYSTONE �J EXISTING " MIN.SEPARATION TO CLASS rh GLASS— (SWMWMSEE SCHEDULE ON SHEET II) 1 MA, — OR W MIN.SEPARATION TO GLASS I 1 1 EXLST1NGLAS5 {SEE SCHEDULE ON SHEET 17) GN sox m FnR rh yh11 " e.o�oms� � IX1511NG f CT-"T10NA. CLASS—+ I - I f4 1j+.Max F. • Max. �i-OPTIONAL `:J E D.F/A7 I i 1. 1 i /2' _ .D. 19 EQ EQ 3 OR 1 -- 1/4'4-20x3f4' - -t-l-, PHIUUI�'S TRUSS HEAD 1/4'4-20x3/4'S.S. PHILLIPS MACHINE SCREWS USING CONCRETE ANCHORS TRU HEAD MACHINE SCREWS CONCRETE ANCHORS t 18 Ti 1/4'-20 NUTS O 12-Q.C. (`'EE SCHEDULE ON Wf if4'-20 NUTS NB 12'O.C. POURED CONCRETE (SEE SCHEDULE ON SHEET 13) Min. POURED CONCRETE SHEET 13) OR CONCRETE BLOCK ON CONCRETE BLOCK WALL REQUIRED E1E ANCHORS } WALL SILL INSTALLATION POURED CONCREE�/ ( 14) �F HV WAS SILL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED HV WALL SILL INSTALlAMN FDR DWE'""TI°"°E -- INSTALLATION DETAILS W/ i-SEE SHEET 4 FOR TYPICAL SHUTTER #F.D. =EDGE DISTANCE ASSEMBLY SEE WARAT'IONS OF USE FDR 2-MOUNTING SEC ONS CAN RF CAMUNED (SEE SPECIFICATIONS ON SHEET 13) BLADE to ON SHEET 19 �1 I�� BLADE RV ANY WAY TO SUIT ANY INSTALLATION. 1utuNu FLORR}A BUIIDIN(i CMI:(Non High Velocity Hurricane Zane A..I.Z J J ffijff C 2015 EASTERN METAL.SUPPLY, INC. \\GE 4' � =,` /� BERTHA HVTM Accordion Shutter System { J— ■1 L!ECOINC. ASA ■■ ■ ■ liv.aADE#1 W/OR W/0 H.V. WNDON BLADE American Shutter 5 terns Y V. OL9CR1P1,ON DATE DRAMA 9V: M.L. 55P TESTING t ENGINEERING COMPANY 9'•, '(, ` 8,355 N.W.]sen.SL,SLe.305.V1ROINM GARDENS.ROROA 331 Association, Inc. / OLD 11-132 4fS3f15 DATE: 4/13f15 Phones:(305)971-1530.Fav:(305)871-1531 4268 Westroads Drive z —DR03- 5719 AWING No �fiiffif R �G\\yam` _'a: oaolt« West Palm Beach, FL 33407 3 1 ^0 85 WALTER A.nurT Jr.P.E. 4 P.E. SEALJ�+�NATURE/DATE FLORIDA Uc.f 44167 s SHEET OF 20 CONCRETE ANCHORS r--- ;—• — EPARArAN CONCIILTE (SEE SCHEDULE ON SHEET 13) i 1Da�SEE POUREDf QR ` * EXISTING i ; ' m� f REQurRED mcF OF VR�e o m}o GLvss--I `ser SCHEDULE ON SIM IF i Orl SLEET 19 FOR , D. APPUCABLE EXISTING elects m a ALTERNATE i t 'i I' EXISTINGANCHOR r' a LOCATION i f I 1 1 1 I CLAS$ i i #IOx3/4-HEX WASHER HEAD i `r 11 OR 3 15 ate ANN. TEX SCREWS o 12"O.C. DGE OF I 3/8 MN, CONCRETE ANCHORS Ll9 F Q+ 7 (SEE SCHEDULE ON SHEET 13) E i' APPLICABLE EDGE OF EXCiA Om„r___w+ EDGE OF REM SLAB IF D SIM IF mcE OF APPUCAEME R1 Ai''PUCABtE APPLICABLE POIrRm POLREOJ FIAT HEAD CONCRETE ANCHORS "� it�FOR�fi.N mIIE! CONCRETE POURED RETE D. REQUIRED (SEE SCHEDULE ON SHEET 14) ' Lx 5F@T,9 IVR 1 OR � CONCRETE REQUIRED FIAT HEAD CONCRETE ANCHORS 9MESmt© REQLnRED D. a. (SEE SCHEDULE ON SHEET 14) I1 .TRENCH INSTALLATION ALIO ONLY FOR UP TO•X70, -75 PSF AS.D, j� HV FLOOR INSTALLATION t (j)HV W, LK—OVER INSTALLATION DESIGN PRESS E RATING&FOR SPANS PER \G}/ HV CEILING INSTALLATION SCHEDULE /3, SHEET 11 CONCRETE ANCHORS (Df �� S1 EET 15)DUCE ON� tla-S aN s,m rI) I 1 9m tI} EXISTING—'i IEpINOIaLD 4X THI FRIAWN t 4 GLASS "-� GLASS --SLS¢9Cr�mulC }%[i t) 1 GI�$� # FASfO471S TNPM+AICHM W/ I .. M1.SFPNiR10N,0 1 3/4-LNC 614300 E]d O 11- . D i i i ( "} ' OG FCR UP TO V-e SPIN MD 4'C.C.FOR SPA LARGER THAN MAX_ rrtt�� CANT AT W Y FA 111 MPLT r SFA1ArN'AT EVEN(FON SII 1 FAO }�1AX (7YP.)(SEE r10fE 1L C71 51EET 17 1/2" 4'HEX WASHEJR MEAD E * FOR INrnulas 3 B- LaAx. w 3 I! [ Nw I I ca TTX SCREWS re.SEALANT (' 0 12'OZ. jt 4x3/4• HT]f tICAD_—!i �. 1 $` -(- 1 $• i -.•. yy w TEN EYlS®8`O.C. CONCRETE ANCHORS _ ___ 6 i�f 414x3/4"S.D.S. 'i i! - j4-Y2tTxSl4 S5 MS OR i 4'f-20 S.S.M.S, O 9`O.C. i i 'i 1/4' �5V00's7mm" '^VSHG 1leY 20 TW1S SFE SCIiEWiE ON i i_. T� - MOx. } - e T2"O.C. W/NUT•9.O.C. ' ( i j SHEET 7+) 1 •. :. .- STRUCTURAL i(DMImTw EDGE OF lJ t ED �) m glpg 14x3/4"F.X.S.D-$. MIN 1 7 8- 1 7/8- I APPUCABtE CONCRETE MA)HORS a 9"O.C. lz CONCRETE SEE SHEET 13(b) SEE NOTE 13(b) 0 PlJI1REL1 CONCRETE (SEE SCHEWLE ON ON SHEET 1 - OR CONCRETE BLOCK SHEET 14) POURED CONCRETE- ON SHEET 1A. REOUIRED OR CONCRETE BLOCK REQUIRED STONE 11IOUNTING INSTALLATION °f DONS CONCRETE {K) HV WALL FLOOR INSTALLATIONEMD (L HV WALL WALK—OYER INSTALLATION MAXIMUM ASD.DESIGN P +ea,-2 Rd REOUREO MuoluM SFERTER SPAN Nf0'- (J7 HV RAINGUARD INSTALLATION t hcm* E. D.=EDGE -- •'r THIS INSTALLATION StVt1 9E DISTANCE REMCVABLE WHEN PERFOXNEU "— Tit 15 IX4 SHEET i3) ADJACENT CE��EWUE IXRFZw__zHEETUS9 FOR INSTALLATION DETAILS W,/ T HV BLADE EE SHNOTE FOR EET 4 FFORNTYPICAL SHUTTER 4 (SEE SPECIFICATIONS --..`..—_--^.,V ASSEMBLY2- MOUNTING SECTIONS CAN BE COM81NED .. FL //T�1pp,�T'T`� BUILDING ��T /� Thr F� IN ANY WAY TO SUO ANY INSTALLATION. Fl..E11 DA BUILDING CODE(Nor1 High Velocity Hurricane Zone $2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System 1c 0 m.. A■ ■� ►■A■ Kv. MAX1 w/OR w/o KV.wrwow BADE �T; ,r/�S American Shutter Systems F,,. 0ExR1PrI0N DATDRAWN M.L. TICCIT TESTING & ENGINEERING COMPANY a'- TATE OF ice: am. unoE,a.NOaw,,, Association, Inc. 1 OLD 11-152 4J73J15 wTE 4/13/15 -T - Phone:(305)871-1530.Fox:(305)871-IS31 4268 Westroads Drive 2 DRAWING No West Palm Beach, FL 33407 3 ES-OOCN7i9 15-085 S�0NAt F tip` WALTER A TILLIT Jr.P.E- 4 P.E. SFtk78l0N 6RE/DATE FLORIDA Ll,./44,67 5 SHEET 0f 0 SEE END WALL CON S 10 & 18 SFE NOTES ON LOCKING RODS 4.W LOCKS OUT IN EXISTING GLASS INSTALLATIONS W f **ANO ALTERNATE HV LOCK ON99 BLADE W HV CENTERMATES TEG APSLAM SLACK OEIAJL PLICATION a OR SEE END WALL CONNECTION i4*6«0.��* « E%SlING GLASS DETAILS ON SHE 3 6 1/2' 7 TP 1% 1 NICAE W/(2) /.0 AA 1/s ,I OPPOSING SYMM�TRYCAL ANCHM TO CONCREtF ELATE MATES C N RM TES MIN. s ARanoN (NP/BOTTOM}dt JIOa3/4•SM.S,a 12' {4}fto.t/z sus.To Tu6E + a-c FAL . V or p/� fjV L4CjC or TO A7 Er!.ki ANISE. 1 1 - (SE£SCHEOU4.E 5 35 I 3 N 5 HVA °6®«l,1'�',r°RL:1 1a'�04 EXISTING GLASS _C NCCRRETE BLOCK K CONCRETE Goss"STING * Q ( J Goss t SYMMETRICAL tty V'(C11'Q« 6 ' *�°t WN.�,,RArwN 8 + CENTERMATES IN TO GLASS *�` `✓'�,:1«�,:1'�✓°R (SEE SCHEDULE \:✓` _ _ * ON SHEET 11) MIN.SEPAAA'TKJN A, TO GLASS tA` O (SEE SCHEDULE t'1 __... '� ON SNEE' 11) (INTERIOR) _—_-- _ _—_ _._._.__._..__..,_---. �L�T � �coNCRsrE ANCHORS Ik - * f le-O.C. VARIES a 3- g � * � Vr j * t--{') a C.T l u—T 6 1/2•MAX SLACK j HVD �Ol1T (Ex1ERK)R) HVE l 1 �'� HVF** FLORIDA BUILDING CODE Non high Velocity Hurricane Zone ti1LtNltNliT$,1 D 2015 CA`:tiT2N w-'&SUPPLY.INC. c�1�t/T4f'�,� —ZIZ - B WH HVTM tIL E C Q �N�. A,■ ■ ■ ,, Accordion Shutter System s KV,RADE#1 W/CR W/O N.Y. WNW BADE TIL LIT TESTING & ENGINEERING COMPANY Att18rlCGrs Shutter Systems Dt;SCpp„D,1 DATE ORA"aY: Nd. STATE OF Cr ° Kw,. '.'t•st.sos,vnwnv,aN+DiT+s,vr_at�,.asp Assocta#cars, Inc. 1 OLD T i-192 4/13/!5 CATS: 4/13/19 Phon4;(38sp71-ta3o,F.:{3x5}671-1531 4268 Westroads Drive 2 DRAWING No `t{IR1Ci?.'��`t�' 4 mEiRa 7iB.com West Palm Beach. F' 33407 3 jrJ '0BJ �bwrrrr�Si 'a.•g• •� ���+• WnoaoALM a Lk.t TXUr 4416E 5 SHEET P.E. S1Adx/r t'}i11AiC 6DATE 6 8 OF 20 L j1 NS'SA �ERMp,� ��yQ� o y CEN y ►�j� LOC 8 T RNA NS jA" OC S Ny ,rn a+s��°wo F A ERS W opal- * "o K os Ile `30 c KT[iN51DE) 3, R 35 s �o taw) Da 3 00j SYM� RICAN K tN 1a 1 � To CC' 29 31 4 35 T S p0T 1 ` T t 2s.µS. 1 x 1 1Jr„ NGN�T. CA i � 5 s ,Ja» 4_z$ x 3 Jaz '� z m®��-�,,,,Q•®a< b!� "rte @ 2 / ®`��.�•�„�t •® „ 4O OgV51a) *,Mos X a`®--�• .•- ` , g ZOrSB qM '' OA h 1jelocity r Zo�1�N'��� N gystem ,� , --"" mit=•fit c g�iu a�.r� aeon F pCCCC Or w j�w o 4r 31,5 �,,� tL�• �sc;�avTwN +115/5 � Y11NG No OLO >>_ti9a nR j5_X85 'S■ erns r offer SYS � OF' an Sb tnc. SN6� p �p.TILLiT j�i� (� /Nc. ►ane ,OcIoltorl. ori°e p7 4 9 g¢Uch. 334 s ESS µPA 42 � � Y .`�Q�••��+ � '• .,w � ENG1NEbRnDaa^`3' west Pp1m e ~i!k z Tt1yT TEsfs tea,veal :( }g1t /y m o T4 ' �TAZEpF ;w_— pno,x• m«��oe�, µ,e7. ',F JQATc POURED CONCRETE POURED CONCRETE URED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALL REQUIRED REOUIRED BLACK WALL REQUIRED /--EXISTING GLASS EXISTING GLASS CONCRETE ANCHOR D(ISTING GLASS L -) 2•MIN EXISTING GLASS O 16'D.C. __ 'PA — _( 2'MIN. r— MN.SEPPl(SEE r— ) 1• —r TO ULE O(SFE T I MN.SFPPRAiION SCHEDULE lIJ SfEf MN.SFPARA710N i' MN SFPMA710N ESEF D '' EQ TO CLASS(SEE I I FOR BLADE®AND SG1Eb,U LlE SOF1(SIEET i TO GLASS(SEE i SCHEDULE ON SEET 1/16•x3•MAX. ON SHEEP 19 Fqi 11 FOR RADE�AFD S�JEnCAE � 11 FOR BIDE®AHD (6063-T6)CONT. H1DES�de® - ON SLEET 19 FOR T/2• 111�19 M� (N StELT 19 FDR ALUM. CLOSER (LOCATE AT 1 111AOE5 m t® PLATE(LOCATE 1/2 \ U' G)& T—� aADE55 O DTTIERR SIDE A7 EITHER SIDE MIN OF O) OF 4 o) I 111 USE 1'OR 2•MAX. 1100/2•S.Ms. I _---- (AS APPLICABLE)%z•Xi/8'x0'-z' I _---- 111Oxt/2'S.M.S. O 16.O.C. ALUMINUM 063-76 CLIP ANGLE ® 16'O.C. -- 4 (606 T6 ALLOY)AT NIDHEI 4 \ (2)1/4)-x (1) #1o01TAPCONS ANCHOS TO SEE DETAIL X FO WALL A7 1'O.C. (LOCATE A7 /�/ SIDE CONNECTION 1 OR EITHER SIDE OFC 1 OR ll 1 OR � SET=DETAIL X FOR V OR TO TRACKS -0-&0 .®m SIDE CONNECTION SIDE CONNECTION 6 7 a 8 SEE DETAIL X F 4 a 6 7.�8�•®� TO TRACKS a (D-CO-Q9•®" ,�•®°"©'®e.©•©" TO TRACKS NI"o•0-0`0- 10•®-©•0-0.0" fi 7 A-�,_6 7 n-0-0-0-0-0- TO ©'0`0-0�.�0`®' 0-0-10-0-0-6- END 7 • 6•7 �`�`'LJ"o`�i®' 6•07 '©°'©•7Q•®� END CONNECTION DETAIL(J) END CONNECTION DETAIL 2� END CONNECTION DDETAIL�3 END CONNECTION DETAIL ry REQUIRED ONLY FOR SPANS GREATER TRAN 12'-0' POURED CONCRETE OR EXISTING GLASS CONCRETE BLOCK WALL GLASS G 4 4 REQUIRED MR SEPAw-nCN #1 1/2'SAI. _ _ TO CLASS(SEE O 16' .C. MN SEPARATION D b------ 6 OR®OROOR SCHEDUL _ KU 1 EONE(ADSHEET AND CONCRETE 1/z"MN. TO QASS(SEE ------_--_-- -__---- __-- ON SHEET ------------ CN SHEET 19 FOR ANCHOR O _ 11 FOR 4 ____.. t_ _ ____ �OR�OR�OR 1 BCAm�R 12'O.C. /� ON SHEET 19 FOR CONCRETE r17) STAGES mk(P� L_____ _ ORi ANCHOR I -q u O 16• 1/2'MIN. —ICI � 4 —_—_ EO _1 2'MIN. _ ___ I 1OR®OR(DOR 2-MIN. 2-MIP ♦ SEE lHA1TATI0NS OF USE FOR �J ����-1�/ y I 5 EAADE©ON SHEET 19 VIEW Y 1 OR ®' PLAN ao o�fl•®°� AIL X POURED CONCRETE OR 1 °R ` a0.©•p�1d , .®� ma fi "'S ' END I STALLAT ON CONCRETE BLOCK WALL ��`®"©'(�©`©p ��®'®'�0•®" v REQUIRED ©•O`�©•O•®� ©•O`©a©•O•®- n HV BLADE OR HV WINDOW BLADE INTO g CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL(�) END CONNECTION DETAIL© ®-® ®�®pp® FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 0"',—A F•TI( A77AA ®2015 EASTERN METAL SUPPLY,INC. ,.,�P���......... /r� BERTHA H TM ��. 11 L E C O N !i S �7,N►� KVAccordion Shutter System .13"#1 W/OR W/O H.V. W DOW RADE TILLlT TESTING & ENGINEERING COMPANY American Shutter Systems kv. DESCWPDON DATE DRAWN W. ML STATE OF :'�e .o e.W.Dam.$1.1 51..jos•1,wcuaA cNro .r all Association. Inc. t OLD 11-192 4 13/15 DATE- 4/13/15 �'9•• Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive z e�., ORI .-aaX:tilteeoaa.eom West Palm Beach, FL 33407 3 DRAWING No "I'•A11 le WALIR A-TILN1h.P.E 4 15-085 AANi' 11" F1.aRIW U,/44167 6 SHEC P.E. -I ACTURE/DAT= 6 10 OF 20 SCHEDULE #1 scHEDULE #2 S.HC F�, F_# MAXIMUM SHUTTER SPAN* -L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+' IMUM SHUTTER. SPAN*'L+" + (ft.) FOR INSTALLATIONS W/ (, 61 OR 'C.-- (ft.) FOR R 'L-" (ft.) INSTALLATIONS INSTALLATION LEGEND -�.4� fnlLflilA4TF�- &@ or(�jl or"- INSTALLATIONS W/ yy CONCRETE & D (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK or 0 or ar &� & W/ ONE HV LOCKS MAd450R1' POSTNE 0.SD.DESIGN PRESSURE RATING. HD LOCK Wf NO LOCKING RODS r ONE HV LOCK or®or® L-: MAX.ALLOWABLE SPAN FOR A GNEN NEGATIVE CENTERMATES &@ W ONE HV fi W/ NO LOCKING RODS 1� OR W/ NO LOCKING WALL A 8, C. D, E, M, N, , P, 0> AS.D,DESIGN PRESSURE RATING. K<3 / ODS� MOUNTING F. K & L R, 5, &V. LOCK® W/TWO LOCKING RODS ®TOP & (SEE NOTES t,tt) (VAUD FOR MOUNTING Q (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES ,tf) SHEET 7) FLOOR/CEIUNG G, H, 1, 11, J T. U. W & X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEILING: GONORER:#WINO INSTALLATIONS CONCRETE g W000 CONCRETE MOUNTING & M MAbwuu rrum 1A DCS1 OMEN A POSITIVE A.S.D. DESIGN PRESSURE RATING. A.sn nslrr+ Aso.IJ!"9Ctl Asn OE9OIr 1NSTALLATKkS pfwss.+aE WALL MGUI4RNG FLOOR/CEIUNG aR wo wa.L MfJUNONG PRF55oRE DETERMINE MAXIMUM SPAN "Li-'FROM U]E RATIN 1g161G W RAtxG n.00R/COUNG Mounllxc GIVEN A NEGATIVE S.D.ADESIGN PRESSURE RATING, ( MOUNTING (w.) FLOOR/CEUNG MOUNTING (p.`s) OR DETERMINE MAXIMUM SPAN 'L-'FROM SCHEDULE. (�p1_) (+OR-) (f OR-) F'4DOR/WALL MIXMTINc K L+ (0) l-(tt) L-+ w L-(R) L+ () L-(I1) L r (E) L-(10 IN MAXIMUM SHUTTER W SPAN 'L+'OR 1-'FOR 30 OR LES 16'-0` 16'-0' Ie'-0' 16'-0' 30 16'-0' 16'-0' 30 16'-0' t6'+-0• 1 INSTALLATIONS ONS IMO WQOD SHALL 8E TING.UNITTO miNFINN.MAXIMUM ALLOWABLE SPAN E EQUAL TO THE 705 p6f. A.S.D. DESIGN PRESSURE RATING. DLILYIMUM bETERMINF➢SPN•1 BETWEEN 1+'AND'L-'. 35 14-10' ii''10• i5-2` 16'-0" 35 14'-10' 14"-10" 35 t5'-2' 16'-10" . 40 13'-10' 13-10" ]4'-2' 15'-2' 40 13'-10' 13'-10" 40 14'-2' 15'-2' (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-i• 13''4• t4'-3" 45 13'-7" 13'-t' 45 13'-4' 14'-3' t HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-B' 13'-T SO _ 12'-5' 12'-5' S0 12'-3" 13'-1' MOUNTING INSTALLATIONS. LOCKNG SPECIFICATIONS W/FLOUR/CEkUNC MOUNTINGS: 55 1'-10' 11'-70' 12'-1' 12'-11' 55 11'-10' W-117' 55 11'-1' IV-11" SHALL BE AS INDICATED ON MANDATORY CONDITION p2 FOR A GIVEN POSITIVE AS.D.DESIGN PRESSURE SD i}'-4' 1T-4' 17'-7• 17-4• 60 11'-4• 17'-4` 60 10'-2' 10-11' NOTE J5, SHEET S. RATING: 65 10'-10' 10'-10" 11'-1" 71•-17 65 10'-10' t0`-10" 65 9'-5" 10'-1' DETERMINE: Li+s MAX. SPAN FOR WALL.MOUNTING INSIAJACIONS. 70 ]U'-S'- _07-6` 10'-9' 11'-5' 70 10'-6• 10'-6" 70 8'-9" 9-4' Lz+-MAX. SPAN FOR FLOOR/CEILINC MOUNTING 75 10'-1• 10'-1' IO'-4' 11'-1' 75 10'-1' 10'-1' 75 g-g' i"�IXCEP7 THAT MAXIMUM SHUTTER SPAN Z+•tX2 INSTALLATIONS. 80 9`-t0" g"-10' 10'-0' 7a'-9' 80 9'-10" 9'-10' "L-'AND MAXIMUM A.S.D.OMNG PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6• W-6' 9'-9' 10-5' 85 9'-6" W-6' IN5TALA110,i INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3' 9'-3• 9'-5' 10'-7' 90 9'-3' 9'-3' SHALL BE UMITED AS FOLLOWS: DETERMINE: _ i- CONNECTIONS TO KEYSTONE MOUNTING Lt-:MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0' B'-9 9'-2 9-1D' 95 9'-0' $-9' LIMITED TO +64,-72 ps.f. AND 8'-0• SPAN, SEE Lz MAX. SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9" 8'-4" 9'-0" 9'-7` 100 8'-9' 8'-+' MOUNTING M ON SHEET 7. INSTALLATIONS. 105 8'-7' Ta'-Q. 9'-4` 105 8'-7' 7'-11' 11q 8''4' f'-Y 8'-T 9'-2` 110 $'-4" T-T FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE tts 8'-z' T-Y e'-4' $'-11' 115 6'-2- r-3- SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 1t+'. "L2+". 'U-'AND lz-, 120 8'-O' 6'-11' W-2• 8'-9' 12q (4) CO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10" W-8" e'-0' 8'-5' 125 7'-10• d-8" ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8' S'-5' 7'-10` 8'-T' 130 7'-B' 6'-5' WIND ZONE MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7' 6'-2' 7'-9' 7'-9' 135 7'=7" 6'-2` SPACING. 140 r-5' 5'-1t' 7'-7' 7-6' 140 �'-s— RV-7- - ASTM E-1996 SEPARATION 145 7'-3' S'-9' 7'-5' 7'-3' 145 7'-3' TO �� �150 T-2" 5'-7' r-4- 7`-0' 150 7-2"155 T-D' S'-s T-1 6-s' 155 r-O' 1 THRU 3160 7'-1' 6'-7` 160 6'-11'165 6'-10' S'-1' 7'-0' 6'-4' 165 W-10"170 6'-9' 4'-11' 6'-11' 6'-2" 170 6'175 6-7' 4'-9' 6'-9" 6'-0' 175 6 7' 4-g _ I$0 6'-6' 4'-8' 6'-$• 5'-TO' 180 6'-6" 4'-B" H V BLADE 185 6'-5' 4'-6" ..6•-7" 5'-8' 185 _6'-S' V-6' 190 W-4' 4'-5' 6'-6' 5'-6' 190 6'-4' 4'-5- 4!-3- 195 '-5' 195 6'-3' 4'-3' 6`-5' 5'-5" 4'-3' 200 6'-2" 4'-2' G'-4' S'-3' 200 V-2' 4'-2' 205 6'-1 4'-1 6'-s' s'-t 2.1 6'-1' +'-1 FLORIDA$UflI}ING GODF(NOn High Velocity Hurricane Zone ®2015 EASTERN METAL.SUPPLY, INC. BERTHA HVTM ,,,,•��r>.nuc/'"f�, � ti ........, � I L E -- Accordion Shutter System c.� ASSA I RADE#1 W/OR W/O H,V, W IrIDO W RAM r,UCL��,4v. TILL? TESTING ENGINEERING COMPANY /1TE761'Ican Shutter $ySi9in$ Ey, pESCRIP11ON DAZE DRAMA BY:MMSY. G. TESTING IN ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE: a/13 1s z STAI I:UrPncne:(305)671-1sFa::(W5)871-15314268 Westroads Drive 2 SW DRAWING No =4.J= —I Mt—wow— West Palm Beach, FL 33407 3 15-085 0, •.�CORI�P.���� WALTER EA. 1Jr.P.E. 4 S' ......... FLORIDA U.#44167 5 SHEET �,, AU E/DATE 6 11 of 20 LLJ 000 z t M 0 V) > (A 2 X C_ 0 Z:2 50 z z + Co 1-4 z Ld > Z in 3: in Co� . . . . . . . . . . . . . . fill-) 11,11'Wil. . .1-1 ++I,,f t,I 1. 1 0400 T .............I .. II-11-I"- ..... ..wive......... ... ... ..... 2q ..... ......... .I 1-1-1--1....I+ ++-0- -1-1 ........... fit... 111.1 111111 IM lilt VIIIIII till fit IIIII I I lilt 1 1 , 111 1 f I I till . 1 111 1 1 1 1 1 1 11 if , I I I Ili ....... 1 211, 1- 11. . . . . . .It . . . . . . . . I dw I I I I I K...... I2I,jq1.-,HI lilt III III I I I I I !1 ' 111 1 1 1 MI ImIll 1111 1 it I I till IIIIIIIIIII if I till I III I I 1 11-1+1. . . . . . it I i 2 .......... �p e.e 9,9 2 2 2 2 1,1. . .If 1,1, d, '11, 00 it 11011111"'q 0 Mg.............;.I I MII 11 1 MII 1 11 1 1 1 11 lilt 11 11 1 11 111 111 1 1 1 U_ !2 0 LU ...... I it I 1 11, fill, 11,1,1, I'_ cc <�m co Z4- ............ ... .................. v V v V'VIv v Jv v v V vIV v viv V,V V VIVIvP VP V v v V v V V I :t!:t��:11:tpt t:I:!!�1::!:!:t�:! !:t:t:�'e'!!:l::t 1�t �, :!:t 111 1 1 1,, -1,7 1 . . . . . I I I ... . I I 1 1, 1 1 1 1 1 1 . . . . . . . .......... .......... ...... I I I I I I I I I I I I I I I I I I I I fit ............ '441111 1 1 1 11111 11111' I IT' ' ......................... I I I I I I I I fill, v it! v Vl!!V V V v V v V!v V V V V V Vv v VIVp V v V v V V�!v V V V V V V V V V V V V V V V ...... IIIIIII Ifitill) fill I I I I I I I I I I I i f I I C .......... 61- es. VIV v!.V,V V 10 *0 0 .0 i" MMIMUM ANCHOR* BRACING (in.,), SCH I MAX. SHIT mFR SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MOJWN0S E,4 It H ON SHEETS 6 k 7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: RASO CoMmo/cOm 4'SE am FOUND 0"CREME (A) TO EXISTING POURED CONCRETE:(Min.1.-3 tai} OWALL SILL MOUNTING ©CEILING MOUNTING H@ FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON wrrH ADVANCED THRE DFoRM TECHNOLOGY AICHORS,As MANUFACTURED BY I.T.W.9L DEC.(Min.rc>3 Mai) SPAM ANCHORS SPACING I FGEND - 1/4.0 x 3/4'AL.POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREAM, DOLT k SPECIALTY COMPANY.(Mn,f0=3 k i) (N A=OEM NEA E K=OEM NFGAAE PRISSIff AM IDEM NMITME PI9.S51ME ROM_.. - 1/4'6 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC_(Min.fc-2 Mi) 30140160175190 120 160 205 30 40160 75 90 120 160 205 30140160175 90 120 160 205 AK'ON OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT k SPECIALTY TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED UC04SM OR AUTHORZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC 14 12 10 9 E e B 14 72 10 9 8 E 8 It 74 71 10 9 8 8 8 b THREAOFORM TECHNOLOGY 3�-0' 14 12 10 0 b 8 6 6 14 12 t0 9 8 b 6 tl 14 12 10 9 8 B 8 6 (Min'f0=3 kA) OR LESS i4 12 10 9 8 8 6 6 /4 12 10 9 6 8 b 8 14 12 t0 9 8 6 6 5 ALL SQUD-SET BLUE TM W CAP 14 12 10 9 E 8 6 7 14 12 10 9 8 a 8 6 14 12 t0 U a 8 6 6 / A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 /2 10 9 a 7 as 35 14 12 10 0 6 a 6 6 /4 t2 fa 9 8 a 6 6 TAPPER+ ANC1Ok5 S 1 3/4',NHS FOR BRIE TAP W/CAP ANCHORS 15 1 1/2'. 4•-^0• t4 12 t0 9 6 8 6 4 14 12 10 9 6 8 6 a 14 12 10 9 8 8 b SS 14 12 10 9 8 8 6 4 14 12 10 9 6 a 6 45 14 12 10 9 8 6 1 4 35 A2)MINIMUM EMBEDMENT OF 1/4.0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHW1 BE 7/8'INTO THE POURED CONCRETE NO EMBEDMENT 14 11 10 0 8 b 6 43 14 12 10 9 6 E 6 53 14 T2 t0 9 8 a 1 6 4.5 INTO SRICCO SHALL BE PERMITTED-1/4-0-20 SS MACHINE SCREW USED SMALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO EXIST,AND 14 12 10 0 75 55 3.5 - 14 1 12 10 9 8 8 6 S 14 12 10 1 9 6 7 15.5 4 6 SEE�A710115 W USE HOR 1-wMMUM POR WALLS WITH NO STUOCO. 14 /2 10 T. 8 8 6 8 14 12 TO 9 8 8 6 55 14 12 10 9 E 8 6 45 MME DH SHEET 19 5-0 14 12 10 9 B 7 4 - 1412 10 9 6 65 5 3.5 14 12 70 b 63 3 35 J 0.3)W CASE T W PREC0.Sf STONE PRECAST CONCRETE PANES.PAVERS OR ANY VENfFRR FELINE ON NUPE COSTING WALT OR FLOOR, 14 11 10 9 a 75 45 - 14 12 10 9 a IS 6 4.5 ti 12 10 9 a 6 4.9 3.7b ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALT,FINISHES.ANGTORAGE SHALL BE AS INDICATED ON 14 12 19.5 17Z 65 4.5 - - 14 12 20 9 3 75 SS 4 14 72 19 9 E 5 45 3.5 NOTES Ai}k A2)ABOVE.FOR 04STALLAT104S ON Vbm.SIDING OR EFS WITH OR WITHOUT MET&STINTS CONSULT THIS ENGINEER.FOR ISA-D- 14 12 10 9 5 8 8 - 14 12 10 9 6 0 6 3 14 12 10 9 a 65 5 JS INSTALLADON INTO ETES WITH METAL STUDS SEE SHIEST 20. 14 12 i0 9 7.5 55 3 14 12 TO 0.5 7 5.5 4 3 14 12 8 6.5 55 4 3 14 12+1 2 10 9 8 6 - 14 12 10 9 8 65 5 .7S 14 12 /0 E5 0 S 4 (8) TO EXISTING CONCRETE BLOCK:(ASTM C-90) t4 32 8 65 55 3 14 12 10 0 8 O5 4.513.5114 12 10 0 7 5 35 3 - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.DU6.DEx. 14 12 10 9 6 e - - 14 12 10 0 e 7 5 i 14 12 10 0 75 SS 4 3 - 1/4'0 X-3/4'ALL POINTS SOLID-SET ANCHORS,AS PISTRBtft:D BY ALL POINTS SCREW.BOLT k SPECIALTY COMPANY. 7-0 14 12 10 8 65 4 _ - 14 12 9 _7.5 6 4S 3.5 - 14 OS 7 5.5 4S 35 - - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 i0 85 7 + - 14 12 94 4 75 SS 4 - 54 22 9 T 75 45 - - 1/4'6 TAPPER+ANCHORS AS N4NUrAG7LRED BY POWERS FASTENERS,INC.,AND DISTRITUMED BY ALL POINTS SCREW.DOLT k SPECIALTY 14 11 7 5.514S - 1 14 12 10 9 75 65 4 14 112 9 7 8 14.81 3 1_ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC, 14 12 10 9 1 8 &S - - 14 12 10 9 E 6 4 -1 t4 112 10 B 65 5 35 - NLITES: 14 12 8S 7 15.5 3 - - 14 12 8 SS 55 4 3 - 25 95 8 5 4 3 - - 81)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS 5 1 1/4'AND TAPOON 14 12 93 7.5 6 - - _ 14 12 9.5 @ a5 S - - 14 12 B tl 6.S 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 9.5 6.5 3 35 - - 14 12 10 8 IS5 5 74 72 8 6.5 5 4 S.-0. 14 12 10 9 6 - - - 14 72 10 B 75 a.5 - - 14 12 8.5 7 55 t - 0.2)MINIMUM EMBEDMENT OF 1/4'9 X 3/4'ALL POINTS SOLID-SET ANCHORS SEUA1.BE ENDRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 15 TS 8 i - - - f4 11 T S5 S 35 - ii $ SS 45 3.3 - - EMBEDMENT INTO S'T1JCCO SNAIL.BE PERMITTED. 1/4-0-20&S.MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO 14 12 8 $S 4S - - - 14 12 8.5 7 55 4 - - 14 10.5 7 5.5 5 4S - - EXIST,AND 1-MINIMUM FOR MALLS WITH N0 STUCCO. 15 85 55 4 14 12 9 7 6 45 - 14 11 7 5.5 45 3,5 - 10-0. 14 12 70 9 T5 - - - 14 t2 10 $-65 S - - T4 f2 E 8 5 i - - 8.3)W C!5£THAT PRECAST STODE'.!'RECAST t:OTi(:REtE PANES,PAVERS OR ANY YE7#FR BE FOUND OH THE EXISTING WALL 0R FLOOR, 14 las 7 5 3S - - _ 13 9.5 65 5 4 3 - - 10 75 5 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE WAN STRUCTURE BEHIND SAID WALL FINISHES,ANCHORAGE SEW.L BE AS INDICATED ON F4 47 75 55 - - - - 14 11.5 9 6 3 4 - - 25 95 8 5 4 4 - NOTES 8.1)k 6.2)ABOVE_FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGNEER. 0.5 8 S - 14 12 8 65 55 4 - 13 10 6.5 5 4 3 FOR INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 20. T1•--D' 14 t2 10 _ - - - 14 12 9 7 6 4.3 - - 14 105 7 5.5 4: 3,5 - 2S 95 5 - 12 9 6 4S 4 3 - 9 7 45 35 3 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUCACTURER 14 10 7 - - - - - 14 O5 7 55 45 - - - 15 85 55 4.5 75 - 95 7 4.5 - - 14 13 75 6 5 - - 12 9 6 4.5 4 - _ _ (0) SEE SCHEDULE snow FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 1?.�. 14 12 10 _ - - - 14 12 a 6.S 53 - - 13 1D 65 5 4 - - EDGE DISTANCE RS 5 sap IN �'=H D n c FOR ANCHORS- iS SS 4.5 _ - - - - it a 55 4 33 - - 8 IT 4 3 - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED DP.LOW.FOR E 0.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 35 9.5 IT - - - - 13 95 65 5 4 - - - IOZ 8 5 4 - - _z OY MULTIPLYING SPACING SHORN ON SCHEDULE OY THE FOLLOWING FACTORS. 9 65 - - 14 10.5 7 55 45 - 11 85 5.5 45 35 - REDUCED SPACING OBTAINED USING FACTOR SIAL.NOT 8E LESS THAN MINIMUM SPACING WOCATED FOR EACH ANCHOR TYPE 14 12 - - - - 14 115 75 6 S - - 12 9 6 45 4 - - - FACTOR 10 75 3 4 3 - - - 75 33 4 3 - - -I, ACTUAL 12 a 6 44 4 - - -19J5 7 5 14 1-I- - - EDGE TAPCON TAPCON WITH TECHNOLOGY ADVANCED ALL POINT SOLD SET BLUE TAP W/CAP TAPPER + 13 9.5 65 5 - - OS 75 5 4 - - - ' V $ D 4R D(CTANCE MIN,SPACING 14A-0' 14 105 7 35 - - - - 11 a5 55 4.5 - - E0. MPA.SPACING=3' MIN.SPACING+»3' MIN.SPACING 3 1/2" MN.SPACING -3' 3 3/4' 4' 0 7 4.5 ILS - - - - 7 5 35 3 - - CONCRETE k POM$7 OMCIRE.TE TIt�TE g� POURED CONCRETE k FK7URfD CONCRETE k pgRMD O DI E R= 1.5 8 - _ _ _ _ .- 11 8 5.5 L5 - - -• 9 65 45 - - - COK2IETE BLOCK MN,F.D.=3 1/Y MN E0..2 1/2• CONCRETE BLOCK CONINETE BLOCK wN ED=3 1/M' K EA-T 1/Y 7.5 _ _ _ _ _ W 9 4 _ _ V WINDOW 1rE Ea=3' MM ED.-31 MIN En.-3• 15-0' u - - - - a- - 3.5 10 6s - - - - - OS 6 5 - - - - BLADE WORKING r T.D osa t.D a7s t.D D.849 _ _ _ 85 B5 4 - - - - - 6.5 S 3 - - - - - iN i.l ISN . 2 1/2' - 0.81 1.D - 0.87 1.0 10 - 0.3 a 5 _ E.5 6 4 Y 4.Ti 0.51 - 7 - - 15 63 5.6 - - - - 9 83 45 - - - - -St07 -_ _ - _' 0 91 0,434 - _ _ _ _ 6 4S 3- - _ _" _ 1 1 2A' 0.350.3$95 - - - 9. ' S - - - - - e 6 - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone X51`{`1i-A•Tit,(fj.AAV` 0 2015 EASTERN METAL SUPPLY, INC. i GENS '= 9.a.. ■ ■ ��■ BERTHA HVTM Accordion Shutter System _TIL ECO 1 N c. FLY.BLADE�1 W/OR W/O KY.WN004V BADE American Shutter Systems �,,N gNESgiPTON DATE OI1AwN DY, TILL 0:M TILUT TESTING k ENGINEERING COMPANY STATE OF e330 FILM.36 H.si sw.305,+R0u9A cwOrxs,7 nmai 337 Association. Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 ©.p DF Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 - - e - DRAWING No a� �.� "a EU-600e Lcom West Palm Beach, FL 33407 S SIpNA��,,�A`� WALTEFLONRI TI tµ167E 5 15-085 P.E.`SE'A�' J%TURE/DATE 6 s 13 OF 20 0 0 0 Q o 0 0 0 N N N N N N N N N N N N "A' N N mon-in N N N N N N N N N N N N N N N N N N N N N N N N N N NIN N N N N N N Ip O O O O G C O g D O p O 0 0 0 6 0 0 0 0 0 0;0.0 0 d..0 0 0 6 01z;0 0 isp O O G 0 0 0 0 0 010 0 0 0 0 0 0 1111 -fill in nptlmnmppnmmmn Otlmtlmmptln mtlnppmp nZx 11 1 1 ! 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WALL MOUNTINGS S-O�WALL MOUNTINGS W & X W X W & X P &0 S&v S &V S&v PAMMWAKMMWC LUMMONKAMIKOMW DOOM NWRWKW MIMMOMpmaw4w mmummitwKwMw LSA Maww"MiEwww Lu Mou"Mmmulpo uAmpisew PWANKW Lsk"NMKRMKNKW _F To- 30 140 1-60175-190�0.5 30 140 1 60175 190 605 30 40 160175 190 605 30 40 60175 190 0513MO 40 60 F7s go 5 a 40 60 75 190 05.30 40 60 75 90 05.30 ;!1 60 75 90 05.30 40 160175[90 IT 051-10 40 160175 190 1105 K=2�OR LM 12 1011019 18 18 6 6 1 616 16 16 12 10 1019 18 18 6 5 6 16 16 16 112 110 1019 IS 18 6 6 6 16 16 16 16 5 4 14 14 15 112 12 12 112 112 112 112 12 12112 112112 112 12 12 12 12 12. __j�-o' 12 10 10 9 IS 8 6 6 6 6 6 6 12 10 10 9 8 8 -6 6 616 16 6 12 12 10 10 9 a a 0 a a 0 '5 12 10 10 9 a a to a a 6 16 5 112 i 10 10 a '1 6 6 6 6 0 5 6 5 4 4 14 13 12 12 12 112 112 112 2 12 12 12 12 12 12 12 12 Q 12 M 6, 0* 12 10 10 0 8 6,5 6 6 6 6 5.5�45 12,10 0 8 5 6 6 6 5Z 5 4-5 12 To to 9 6 3,5 6 6 6 A. 5 4-5 6 5 4 4 3�5 - 12 12 2 12 12 12 IL 12 12 12 112112 12 12 12 12 10 8.5 -3.' 1 2 '2 ,2 '2 7'-0* 12 10 10 9 6.5 4 6 6 6 5.5 4.1 12 10 to 9 5 3 6 6 6 5 4 3.5 12 110 10 7 3.5 6 6 5 4 3.5 6 5 4 4 12.12 12 12 12 12 12 12 iz -12-T-2�_o., 2 12 12 10.518-5 7.5 8'-0* 12 10 10 7Z 4.5 3 6 6 5 5 4 3,5 12 10 10 6 3.5 - 6 6 5 4.5 3.5 3 12 10 10 4 - - 6 6 5 4,5 3.5 3 6 5 4 2 2 2 2 12 2 12 It 9.5 12 12 11.5 9 17.516,5 7 -Z_L_L_�!___12 _1_ _ 12 9--o' TT 10 10 5 3.5 - 6 6 5.54.5 3.5 3 12 10 9 4 - - 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5- 12 12 12 12 12 10.'12 12 12 IIJL5 12 10 a 6.5 5.5 2 ---- 2 1 85 10'-0- 2 10 7.5 - 6 5 5 3 - 12 10 6 - - 6 5 4 3.3 3 - 12 10 3 - 0 8 4 3.3 3 6 5 - - - - 12 12 Q 12 1 I.n j�.3 12 12 1 Z 10. 755 12 1 Z 9 7 0- 5 2 LO ±S- - - 12 10 44- - - 6 5-5 3.5- - - 12 10 - �.5 6 5 - - - - 12 12 12 12 10 8.5 12 2 2 9-5 8 7 12 12 8 6 5 5.5 45 12'-0' 12 10 14,5 6 4 - - - 12 1013,5- - - 6 5 3�5- - - 12 .101 6 5 13.5- S 5 - - - - 12 12 12 11.5 T-5 y 1 12 11 8.5 7 6 L2 1.57.5 6 5 4 112,�10 *6 - - - - 1 2 to[- 6 4,5 - - - - 12�.51 6 4-5 - - 6 4,5 J- 1 2 12 12 10-8.5 7.5 12 12 10 8 .5 55 12 0.5 7 5-5 4.5 4 - 12 7 1- 4-51 1 16 1 12 1! i2 1� 8 6 12 12 9.5 7.5 6 4�5 T2_9.5 6.5 1 5 4 7.5 5 12 12 8.5 7 6 4 12 9 6 5 4 .5 I E t6'-O' 12 1-1 1-112j- 1 -1- j- 1-15 1- 1 -1- L- 1-11 1.q- I -I- I--I- IS I- I -I- I- 1- 16 1- 1 -1- 1- 12 12 00-98.5 6.51 4 12 12 5 6.5 5 3 4' HY BLADE OR n1 HY BLADE W/ 14 HY WINDOW BLADE WORKING IN UNISON* W�_ + D SUB 1.ANCHORS TO WAU,FLOOR OR SOUD WOOD SOFFIT SHALL BE AS FOLLOWS, I SUBSTRATE SIIAU.CONSIST Of THE FOLLOWING: __PINE N..2 W/0-0.56(14.0S) - 1/4'0 TAPODN ANCODRS.AS MANUFACTURED BY LTW.BUXM W1 MINIMUM EMBEI)MEN1 AS INDICATED AT -DM%AS FIR W1 0-0.50(NA).S.) E":H SECTION ON SHEETS 16&17. -SPffl)CE PINE FIR NORTH W/G-0�43 QMS.) EXCEPTOW SEE NCTE 2 BELOW. -SPWCE PINE nR SOUTH W/C-0.36(N.NS.) Z ANCHORS W HCUOW COUNG SHALL BE AS PER MOUNrING IYPE V.SHEET 17 AND SHAU_CONSIST OF -MK 1/2-COX KYWOOO(1980 APA) LAr SCREWS AS PER NOS 2012 SPECFW"NS. 4.ANCHORS 94ALL BE WKM FOLLOWING ALL OF THE RECDMUEMAMNS AND SPECIFICATIONS OF THE ANCHORS MIAUFACTURM FLORDA BUILDING CODE(Non High Velocity Hurricane Zone, 0 2015 EASTERN METAL SUPPLY.INC. BERTHA HVI-M %J1111 Accordion Shutter System IL EC�\ A.S.SAIIIIII KV.WDE#1 W/OR W10 KV.WNWN MADE 0 inc. American Shutter Systems REY. oampnoii DArC DRAW Rr� �L TILLIT TESTING ENGINEERING COMPANY Association. Inc. OLD 11-192 TJ-13/15_DWTr 4/1-3/15 a AAA67 w U. �5.flZROA 20"R I Ph- (305)871-1530.Fox: (305)871-15,31 4268 Westroods Drive 2 -DRAWING No z -if,tm-.Od West Palm Beach, FL 33407 3 EB- 6719 15-085 sva E OF WALTER A.TILUr Jr.P.E. 4 FLORIO&Lt..If 4*161 5 SHEET E 6 15 OF 20 Ilk, 0**N"N'�_-'S"""' INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (L HY & I& HV..* BLADES AS APPLICABLE MAX, UTT R SPAN + OR — FOR INSTALLATIONS INTO WOOD WITH LAD 1ONLY SHALL WALL FINIS" BE LIMITED TO SET 19 FOR X SPAN Ec 1DESIGN ES GNP S FOR INSTALLATION W & W WORKINGN TMON WITH ADVANCED 1/4'0 TAPCCN ORTHREADFORM TECHNOLOGY W/1 1/2"Min.PENEFIiAT10N 7APCON W1M ADVANCRA TN ON REAL TECHNOLOGY OF THREADED AREA TO W/1 1/2'Min.PENSCHODUN pF THREADED AREA TO EXISDNG ; N SfpORU1011 I I EXISTING WOOD tEAQER.. WOOD HEADER.{SEE SCHEbl1LE ON SHFFT 15) t OR (SFE SCHEDULE ON SHEET 15) 1/4'0-20x3/4'S.S.MACHINE SCHEDULE ONs+Et7 FOR x On SCREWS W/ 1/4'-20 NUTS �- ON SHEET FCRET 19 � O 12'O.C. � 1"ATN. 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(SEE SCHEDULE ON SHEET 15) Min.PENETRA'0f1N OF THREADED AREA.INTO PLYWOOD _ \ TAPCON WITH ADVANCEO I-SEE SHEET 4 FOR TYPICAL , wut F1N45tt (SEE SCHEDULE ON SHEET 15) FXISTING MIN.2`x4' 1/2 MIN.CD THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. STUDS @ 1B'OC.MAIC PLYWOOD REDO. W/ 1/2"Min PENHTRATON OF 2-MOUNTING SECTIONS CAN BE 1/2'MIN.COX PLYWOOD REQ'O. REQ'D.PLYWOOD TO BE WALL FINIS THREADED AREA INTO SHEPLYET 15)C SUrtCOMB1� ICNSTALLAPON N ANY WAY TO {p T HY WALL SILL INSTALL TION ATTACHED TO STUDS IN (SEE SCHEDULE ON SHEET 75) �1 Y NG MIN,2'x+'STUDS A 16'Q.C.MAX.REQ'0. ACCORDANCE WITH /''� PLl'LN000 TO BE ATTACHED TO STL1D5 IN ACCORDANCE SECTION 2308 OF THE �(]� WITH SECTION 2308 OF THE F.B,C. \1 HV WALL SII L INSUALLATIQN SFE LTM ATONS OF! E OF PHV WA{,L SILL INSTALLATION F.e.c. 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